discussion - design of composite beams with formed metal deck
DESCRIPTION
Discussion by George Winter about a paper presented by John Fisher.TRANSCRIPT
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Discussion
Design of Composite Beams with Formed Metal Deck Paper presented by J O H N W. FISHER (July, 1970 issue)
Discussion by George Win te r
With the widely established use of concrete slabs in com-posite action with metal deck cold-formed from sheet steel, the utilization of the additional composite action of such slabs with the supporting steel beams becomes increasingly attractive and important. Professor Fisher's contribution toward clarifying the composite action of steel beams with such slabs is, therefore, timely and welcome. I t is realized that a brief presentation in the AISC ENGINEERING JOURNAL does not constitute com-plete research documentation. I t is also realized that the author has drawn on numerous in-house reports not readily accessible to the general reader. With all this in mind, clarification of the following questions and com-ments would enhance the utility of this investigation:
1. Equation (1) relates the ultimate connector strength in a ribbed composite slab to that in a solid composite slab, the multiplier being 0.36(w/h), where w = average rib width and h = rib height. One should expect, then, that since Qu-rib/Qu-soi = 0.36(w/h), the allowable loads on connectors in the two types of slabs should be held to the same ratio as the ultimate strengths. Instead, in Eq. (2), for normal weight concrete, the author proposes a ratio of 0.50 (w/h) for allowable con-nector loads. This means that for connector strength, while AISC uses " a safety factor of approximately 2.50" (see AISC Commentary on the Specification for the Design, etc., Feb. 12,1969, p. 5-150), the author proposes in effect a safety factor of approximately 2.5 (0.36/0.50) = 1.80. In fact, the author himself states that his Eq. (2) is based on a safety factor of 1.67. I t is not clear why the safety factor on connector strength in ribbed slabs should be as low as 1.67, when for the same situation in a solid slab the nationally recognized AISC Specifica-
George Winter is Professor of Engineering, Cornell University, Ithaca, New York.
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A I S C E N G I N E E R I N G J O U R N A L
tion maintains a factor of approximately 2.5. The author states that his value of 1.67 is the same safety factor as for bending stress in steel structures design. I t is univer-sally accepted that safety factors on connectors of all kinds are generally larger than the basic safety factors on the base materials properties; the AISC factor of 2.5 is quite in line with this procedure, but the author's is not.
2. The author states that the strength of such com-posite slabs is adversely affected by increasing rib height when ribs are deeper than l j ^ in. Figure 5 is supposed to document this statement. However, of all the beams represented on this graph, only two pairs of lightweight concrete slabs exhibit this tendency. These are the pair with h = 1.5 in. and w/h = 1.5, compared with the pair with h = 3.0 in. and w/h = 1.4. These two pairs, which seem otherwise identical except for rib height (disregard-ing the somewhat smaller ^//z-ratio of the second pair) do indeed show a decrease of strength with increasing rib height. I t would be interesting to know whether the lightweight concretes for these two pairs were, in fact, identical. However, this evidence is offset in the same figure by the tests on normal weight concrete with w/h = 1.0 and h = 1.5 in. on the one hand and 2.25 in. on the other. For this set of otherwise presumably identical specimens, increasing rib height resulted in a slight in-crease, rather than the stated decrease in strength. All other points on Fig. 5 have such widely varying w/h-ratios that no conclusions can be drawn as to the effect of rib height. Hence, the author's statement that the absolute value of rib height affects slab strength does not seem to be supported by the presented evidence.
3. From Fig. 7 it appears that for these composite slabs the strength-reducing effect of lightweight concrete is more pronounced than for solid slabs. This is evident in this nondimensional plot from the fact that all points for lightweight concrete fall significantly below those for normal stone concrete. I t appears that this strength reduction for ribbed slabs is not sufficiently represented by the ratio i/Ec_n because this ratio presumably applies to solid slabs, while Figure 7 seems to show that the effect of lightweight concrete for ribbed slabs is more pronounced than for solid slabs. To put it differently, the proposed straight line with slope 0.36(w/h) appears to be too conservative for normal-weight concretes, and excessively unconservative for lightweight concretes, as
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clearly reflected in Fig. 7, particularly when used with a safety factor as low as 1.67.
4. I t would seem that the author is using the depth of the equivalent rectangular stress block, a, as defined in the ACI Building Code, for the actual depth to the neutral axis, c. Actually, it is the latter depth which should be used, which is c = tf/0.85 for concretes up to fc = 4000 psi.
5. In his Tentative Design Recommendations, the author distinguishes three cases, but does not indicate how to treat Case 2, unless the implication, not clearly stated, is that it should be treated the same as Case 3.
To repeat, it cannot be expected that in an abbre-viated report of this type all problems are treated ex-haustively and unambiguously. The only purpose of this discussion is to suggest that the above questions, and possibly some others, should be clarified and their clari-fication documented, before the proposed design pro-cedure is put into practical use.
Discussion by John W. Fisher
Professor Winter has raised a number of important points regarding the behavior of composite beams with formed metal deck. Several cannot be answered directly because the existing data involves so many different var-iables that it is not possible to isolate an effect directly.
As noted in the paper, most of the experimental work was not coordinated. Often more than one variable was changed. This makes direct comparisons difficult, if not impossible, when assessing observed differences in beam capacity or component behavior. Because of these factors, much judgment was used when developing the tentative design recommendation. However, the design procedure provided a factor of safety of at least two against the flex-ural capacity. This is illustrated in Table 1, where results from available beam tests are compared with the design moment computed by the recommended procedure. The ratio of maximum test moment to working load moment is seen to vary from 2.05 to 2.67. The results are for both normal weight and lightweight concrete composite beams with substantial variations in rib geometry (see Table 1). The margin of safety between working load and the flexural capacity does not differ systematically with either the type of concrete or rib geometry now in common use.
The items raised by Prof. Winter point out the need for additional research. A systematic evaluation should be made which utilizes a well planned experiment
John W. Fisher is Professor of Civil Engineering, Fritz Engineering Laboratory, Lehigh University, Bethlehem, Pa.
design. Plans are being made to undertake such studies in the near future. The paper provides an interim pro-cedure pending completion of such work. I t is believed to provide a satisfactory margin of safety for the composite beam with formed metal decks now in common use.
The following comments are intended to provide clarification on the specific points raised.
Items 1, 3. I t would have been better to express Eq. ( l ) a s
Qu-rib = A Qu-sol w h
Equation (1) was only intended to represent a model that established the major factors which influenced the shear connection strength and behavior. Since push-off speci-mens were used for this purpose, the numerical value of coefficient A is not applicable to beams.
The differences between the lightweight concrete and normal-weight concrete push-off test data exists because the two test series are not directly comparable. As noted in the paper, the test data for the normal-weight concrete was from push-off tests on specimens with two slabs and with small %-in. connectors. Data for lightweight con-crete was from single slab push-off specimens with %-in. connectors. The apparent difference in Fig. 7 is caused by the type of specimen, connector size, and type of concrete. Substantial differences in strength and be-havior have also been observed between these two types of specimens in work on solid slabs.18 I t was found that single slab push-off specimens tended to give up to 30% less strength than two slab push-off tests.
Push-off tests do not completely simulate the beam condition. The divergence is substantial for composite beams with formed metal deck. Beam tests have always indicated an improvement in shear connector behavior and strength. Therefore, Eq. (2) was developed from beam tests with formed metal deck, using Eq. (1) as a model to account for changes in rib geometry. The factor of safety between the apparent connector strength and the suggested design value given by Eq. (2) is between 1.9 and 2.3 for available tests. The factor differs from the ratio of flexural capacity to working load moment because the relationship between the two is not direct.
This margin was considered satisfactory because a recent study16,19 has determined the strength of stud shear connectors in lightweight and normal-weight con-crete solid slabs as
i
Q - i = -AsVfc'Ec (9) where fc' and Ec are in ksi and As is the nominal stud area. The current AISG design values for normal-weight concrete were found to be about half the connector
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Table 1. Comparison of Proposed Working Load with Flexural Capacity of Available Beam Tests
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I tem 5. The author's intent was to have Case 2 treated the same as Case 3. The word " a n d " should be inserted between the two captions.
18. Ollgaard, J. G. The Strength of Stud Shear Connectors in Normal and Lightweight Concrete, M.S. Thesis, Lehigh University, Bethlehem, Pa., June 7970.
19. Ollgaard, J. G., Slutter, R. G., and Fisher, J. W. Shear Strength of Stud Connectors in Lightweight and Normal-Weight Concrete, {paper expected to be published in April, 1971 AISC Engineering Journal).
20. McGarraugh, J. B. and Baldwin, J. W. Lightweight Con-crete-on-Steel Composite Beams, Dept. of Civil Engr., Univ. of Mo., Columbia, 1970.
21. Baldwin, J. W. Composite Bridge Stringers, Dept. of
Civil Engr., Univ. of Mo., Columbia, Highway Research Report 69-4, 1969.
22. Rivera, U. and Slutter, R. G. Tests of Lightweight Concrete Composite Beams with Metal Deck, Fritz. Lab. Report 200.67.458.1, Jan. 1968.
23. Slutter, R. G. Tests of Lightweight Concrete Members with Metal Decking, Fritz. Lab. Report 200.68.458.1, March 1969.
24. Slutter, R. G. Tests of a Lightweight Composite Beam with Metal Decking, Fritz Lab. Report 200.69.458.2, August 1969.
25. Seek, W. G., Fisher, J. W., and Slutter, R. G. Tests of Lightweight Concrete Composite Beams with Metal Decking, Fritz Lab. Report 200.70.468.1, November 1960.
26. Hanson. R. E. Full Scale Beam Test of Stud Shear Con-nectors and C2 Cofar, Granco Steel Products Co. Research Report T-1151A, June 1970.
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Welcome ScreenCopyright InformationEditorsTable of Contents19641st QuarterSteel Cable Creates Novel Structural Space SystemsZetlin, LevDiscussion
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Composite Beams of Steel and Lightweight ConcreteBenjamin, Irwin A.
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Analysis of Curved Steel Girder BridgesLavelle, Francis H.
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Plastic Design of Eccentrically Loaded FastenersAbolitz, A. LeonDiscussion
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Steel Box Girder BridgesLally, Andrew
Steel Column Base Plate DesignSandhu, Balbir S.Discussion
Discussion: Fire Resistance of Protected Steel ColumnsLie, T.T.Stanzak, W.W.Stetina, Henry J.
Errata: Composite Floor System for Sears TowerIyengar, S.H.Zils, J.J.
19741st QuarterCable-Stayed BridgesPodolny, Walter, Jr.
Yield Line Analysis of Column Webs with Welded Beam ConnectionsStockwell, Frank W., Jr.DiscussionDiscussion
Optimum Belt Truss Locations for High-Rise StructuresTaranath, B.S.Errata
Rapid Selection of W Columns (AASHO Method of Design)Mehta, Narendra K.
2nd QuarterComposite Action Without Shear ConnectorsBarnoff, Robert M.Mead, EdwinO'Neil, RichardWatson, James
Experimental Investigation of Lug Stresses and FailuresHackett, R.M.Tolbert, R.N.
Yield Line Analysis of a Web Connection in Direct TensionKapp, Richard
Light Gage Steel Infill Panels in Multistory Steel FramesMiller, Craig J.
Discussion: Steel Column Base Plate DesignSandhu, Balbir S.
Errata: Optimum Belt Truss Locations for High Rise StructuresTaranath, B.S.
3rd QuarterSimplified Seismic Drift Analysis of High-Rise Steel FramesFleischer, Walter H.
Simplified Approach to AISC Bending FormulasStockwell, Frank W., Jr.Errata
Dynamic Analysis of Multistory BuildingsSandhu, Balbir S.
Lateral Instability of Castellated BeamsChesson, Eugene, Jr.Pattanayak, Umesh C.
Discussion: Yield Line Analysis of Column Webs with Welded Beam ConnectionsKapp, Richard
4th QuarterErrata: Partial Tube Concept for Mid-Rise StructuresColaco, Joseph P.
Partial Tube Concept for Mid-Rise StructuresColaco, Joseph P.Errata
Innovative Approaches to the Erection of Tension Roof StructuresCuoco, Daniel A.Thornton, Charles H.
Approximate Analytical Model for Multistory FramesLeMessurier, William J.McNamara, Robert J.Scrivener, J.C.
Cable Connections in Stayed Girder BridgesPodolny, Walter, Jr.Discussion
Errata: Simplified Approach to AISC Bending FormulaStockwell, Frank W., Jr.
19751st QuarterApplication of AISC Design Provisions for Tapered MembersLee, G.C.Morrell, M.L.
Directional Moment Connections--A Proposed Design Method for Unbraced Steel FramesDisque, Robert O.Discussion
Panel Zone Effect on the Strength and Stiffness of Steel Rigid FramesBecker, Roy
Simplified Solution to Interaction EquationBabyak, R. CareyPhang, Michael K.S.
One Engineer's Opinion (Interaction Equations)Stockwell, Frank W., Jr.
Discussion: Commentary on Highly Restrained Welded ConnectionsJones, Norman B.Milek, W.A.
2nd QuarterStructural System; Standard Oil of Indiana Building (T.R. Higgins Award)Picardi, E. Alfred
Eccentrically Loaded Slip-Resistant ConnectionsKulak, Geoffrey L.
Seismic Drift Control CriteriaTeal, Edward J.Errata
Nomograph for Design of Channel Section BeamsMaitra, N.
Discussion: Cable Connections in Stayed Girder BridgesKavanagh, Thomas C.
3rd QuarterDesign of Columns Subject to Biaxial BendingSpringfield, John
Design to Prevent Floor VibrationsMurray, Thomas M.
Drift Reduction Factors for Belted High-Rise StructuresMcNabb, J.W.Muvdi, B.B.ErrataDiscussion
Preliminary Base Plate SelectionStockwell, Frank W., Jr.
Errata: Seismic Drift Control CriteriaTeal, Edward J.
4th QuarterSeismic Design Practice for Steel BuildingsTeal, Edward J.DiscussionErrata
Discussion: Yield Line Analysis of Column Webs with Welded Beam ConnectionsStockwell, Frank W., Jr.
Errata: Drift Reduction Factors for Belted High-Rise StructuresMcNabb, J.W.Muvdi, B.B.
19761st QuarterAISC Column Design Logic Makes Sense for Composite Columns, TooFurlong, Richard W.
Stiffness Design of Unbraced Steel FramesCheong-Siat-Moy, F.Errata
Tension-Field Design of Tapered WebsFalby, W.E.Lee, G.C.Errata
A Simplified Method for the Flexural Design of Stiffened Hybrid GirdersChong, Ken P.Errata
The Effective Length of Unbraced Single Story ColumnsMarx, ChristopherDiscussion
2nd QuarterModern Approaches to Solution of the Wind Problems of Long Span Bridges (T.R. Higgins)Scanlon, Robert H.
Structural Steel and Fire; More Realistic AnalysisLie, T.T.Stanzak, W.W.
Rapid Selection of Column Base PlatesBird, William R.ErrataDiscussionDiscussion
Design Example for Beams with Web OpeningsCooper, Peter B.Kussman, Richard L.ErrataDiscussion
Discussion: Seismic Design Practice for Steel BuildingsSEAOC Seismology CommitteeTeal, Edward J.
Discussion: Directional Moment Connections-A Proposed Design Method for Unbraced Steel FramesWiesner, Kenneth B.
Errata: Seismic Design Practice for Steel BuildingsTeal, Edward J.
Errata: Tension-Field Design of Tapered WebsFalby, W.E.Lee, G.C.
3rd QuarterThe New Guide to Stability Design Criteria for Metal StructuresJohnston, Bruce G.
In-Plane Fatigue Strength of Plates with Laminar DiscontinuitiesBrockenbrough, R.L.Owens, D.E.
A Simple Approach to Truss DeflectionsTsai, Wan-Tswan
Girder Stiffness Distribution for Unbraced ColumnsStockwell, Frank W., Jr.
On Inelastic Column BucklingSmith, C.V., Jr.Discussion
Errata: Design Example for Beams with Web OpeningsCooper, Peter B.Kussman, Richard L.
Errata: Stiffness Design of Unbraced Steel FramesCheong-Siat-Moy, F.
Errata: Rapid Selection of Column Base Plates
4th QuarterA Practical Method of Second Order Analysis Part 1; Pin Jointed SystemsLeMessurier, William J.Errata
Rapid Selection of Beam-Columns for Wind or Earthquake EffectsFiesenheiser, E.I.Ronan, J.G.
A New Design For Torsion Resistant Suspension BridgesSamelson, HaroldErrataDiscussion
Effective Length of Columns with Semi-Rigid ConnectionsDriscoll, George C., Jr.Errata
Discussion: The Effective Length of Unbraced Singal Story ColumnsGreen, Robert W.
Discussion: Design Example for Beams with Web OpeningsRedwood, R.G.
Discussion: Rapid Selection of Column Base PlatesDouty, R.T.
19771st QuarterFracture and Fatigue Control in Steel StructuresRolfe, S.T.
Capacity of Columns with Splice ImperfectionsPopov, Egor P.Stephen, Roy M.
Composite Beams with Formed Steel DeckFisher, John W.Grant, John A., Jr.Slutter, Roger G.
Errata: A Practical Method of Second Order Analysis (Part 1 - Pin Jointed Systems)LeMessurier, William J.
Errata: A New Design For Torsion Resistant Suspension BridgesSamelson, Harold
Disscussion: Drift Reduction Factors for Belted High-Rise StructuresMcNabb, J.W.Muvdi, B.B.
Disscussion: On Inelasic Column BucklingMatz, Charles A.
Disscussion: Rapid Selection of Column Base PlatesBird, William R.
2nd QuarterA Practical Method of Second Order Analysis Part 2; Rigid FramesLeMessurier, William J.
Multistory Rigid Frames with Composite Girders Under Gravity and Lateral ForcesSchaffhausen, Robert J.Wegmuller, Anton W.
Direct Feasible and Optimal Design of Laterally Unsupported Beams*Brandt, G. Donald
3rd QuarterFloor Vibrations and Cantilevered ConstructionHendrick, William E.Murray, Thomas M.
Yield Line Analysis of Bolted Hanging ConnectionsDranger, Thomas S.Discussion
Simplified Design for Torsional Loading of Rolled Steel MembersLin, Phillip H.DiscussionDiscussionErrata
A Rational Approach to Fire Engineering Design of Steel BuildingsMagnusson, Sven ErikPettersson, OveThor, Jorgen
Discussion: A New Design For Torsion Resistant Suspension BridgesBirdsall, BlairSamelson, Harold
Errata: Effective Length of Columns with Semi-Rigid ConnectionsDriscoll, George C., Jr.
4th QuarterFatigue Strength of Steel Members with Welded Details (T.R. Higgins Award)Fisher, John W.Yen, Ben T.
Mill Building Design ProcedureBakota, John F.DiscussionDiscussion
The Mysterious 1/3 Stress IncreaseEllifritt, Duane S.
History of Steel Beam DesignGalambos, Theodore V.
19781st QuarterAn Introduction to Load and Resistance Factor Design for Steel BuildingsHansell, W.C.Pinkham, C.W.
Proposed Criteria for Load and Resistance Factor DesignGalambos, Theodore V.Ravindra, M.K.Errata
LRFD Design Office StudyWiesner, Kenneth B.
Discussion: Simplified Design for Torsional Loading of Rolled Steel MembersLin, Phillip H.
Discussion: Yield Line Analysis of Bolted Hanging ConnectionsDranger, Thomas S.
2nd QuarterSeismic Drift Control and Building Periods (T.R. Higgins Award)Teal, Edward J.Discussion
A Fresh Look at Bolted End- Plate Behavior and DesignKrishnamurthy, N.ErrataDiscussion
Graphical Aid for Design of Base Plate Subjected to MomentMaitra, N.Errata
End Restraints on Steel Joist Floor VibrationsCarrle, GuntherWang, Leon Ru-Liang
Fire Safety Of External Building Elements--The Design ApproachLaw, MargaretErrata
Discussion: Mill Building Design ProcedureGogate, Anand B.
Discussion: Simplified Design for Torsional Loading of Rolled Steel Members (Lin)Lin, Phillip H.
Errata: Proposed Criteria for Load and Resistance Factor DesignGalambos, Theodore V.Ravindra, M.K.
3rd QuarterDesign of an Eccentrically Braced Steel FramePopov, Egor P.Roeder, Charles W.
Shear in Beam-Column Joints in Seismic Design of Steel FramesKrawinkler, Helmut
Discussion: Seismic Drift Control and Building PeriodsBerg, Glen V.
A Method for the Plastic Design of Unbraced Multistory FramesDe Buen, Oscar
The AISC Quality Certification ProgramPeshek, Charles, Jr.
Errata: Fire Safety of External Building Elements--The Design ApproachLaw, Margaret
4th QuarterBehavior of Bearing Critical Double-Angle Beam ConnectionsBirkemoe, Peter C.Gilmor, Michael I.
Fire Resistance of Structural SteelLie, T.T.
Box Girder Bridge Design; State of the ArtHeins, Conrad P.
Discussion: Mill Building Design ProcedureDiefenderfer, C.F.
Errata: A Fresh Look at Bolted End-Plate Behavior and DesignKrishnamurthy, N.
Errata: Graphical Aid for Design of Base Plate Subjected to MomentMaitra, N.
19791st QuarterPlastic Design Aids for Pinned-Base Gabled FramesBeskos, Dimitrios E.Manolis, George D.
Allowable Axial Stresses in Segmented ColumnsBarnes, D.W.Mangelsdorf, C.P.
Analysis of Vierendeel Frames for DeflectionsAbdul-Shafi, A.
Combined Shear and Tension on Grouted Base DetailsAdihardjo, RiantoSoltis, Lawrence A.
2nd QuarterAnalysis and Design of Framed Columns Under Minor Axis BendingKanchanalai, T.Lu, Le-WuDiscussion
Strength Design in Steel Using Programmable CalculatorsAnderson, James C.
Discussion: A Fresh Look at Bolted End-Plate Behavior and DesignAgerskov, HenningGriffiths, John D.Krishnamurthy, N.McGuire, WilliamRimmer, Norman W.Wooten, J.M.
3rd QuarterHuman Response to Wind-Induced Motion of Buildings (T.R. Higgins Award)Hansen, Robert J.Reed, John W.Vanmarcke, Erik H.
Prefabricated Press-Formed Steel T-Box Girder Bridge SystemGangaRao, H.V.S.Taly, Narendra
Optimum Design of Steel Pipe RacksArya, Suresh C.Feng, Edward G.Pincus, George
A Simple Formula for the Polar Second Moment of Area of a Regular Skew-Symmetric Bolt GroupBradfield, C.D.Irvine, H.M.
4th QuarterA Specification for the Design of Steel-Concrete Composite ColumnsStructural Stability Research Council, Task Group 20
Efficiency of Tubular Framing for Medium-Height BuildingsLeffler, Robert E.
Plastic Design of Steel Floor BeamsHawes, William H.Errata
Discussion: Analysis and Design of Framed Columns Under Minor Axis BendingNethercot, D.A.
Errata: A Simplified Method for the Flexural Design of Stiffened Hybrid GirdersChong, Ken P.
19801st QuarterMoment Resisting Connections for Mixed ConstructionHawkins, Neil M.Mitchell, DenisRoeder, Charles W.
Steel Supported Masonry WallsSoltis, Lawrence A.Tuan, Young-Bee
One Engineer's OpinionFisher, James M.
Elastic Buckling of a Column Under Varying Axial ForceShrivastava, Suresh C.
Anchor Bolt Design for Shear and TensionKharod, Umesh J.
2nd QuarterComputer-Aided Design of Stub-Girder SystemGotschall, John A.Wang, P.C.
Torsional Strength and Stiffness of Steel StructuresShermer, Carl L.
The Analysis and Design of Single Plate Framing ConnectionsGillett, Paul E.Kriegh, James D.Lewis, Brett A.Richard, Ralph M.
3rd QuarterSome Aspects of Stub-Girder Design (T.R. Higgins Award)Bjorhovde, ReidarZimmerman, T.J.
An Update on Eccentric Seismic BracingPopov, Egor P.
A Cautionary Note on Beam CopesMilek, W.A.
Fast Design of Beams with Cb Greater Than 1.0Burgett, Lewis B.Tide, Raymond H.R.
8th Edition Manual Errata
4th QuarterPlastic Design of Unbraced Multistory Steel Frames with Composite BeamsDe Buen, Oscar
Eccentrically Loaded Weld Groups; AISC Design TablesTide, Raymond H.R.Errata
Calculation of Effective Lengths of Stepped ColumnsAgrawal, Krishna M.Stafiej, Andrew P.Errata
Detailing to Achieve Practical Welded FabricationBlodgett, Omer W.
19811st QuarterAn Experimental Look at Bracket-Loaded WebsAinso, HeinoHoptay, Joseph M.Discussion
Generalized Design of Columns Subjected to Combined Axial Load and Bending MomentMonasa, FrankSnyder, John K.
Connections Between Steel Frames and Concrete WallsHawkins, Neil M.Roeder, Charles W.
Errata: Eccentrically Loaded Weld Group--AISC Design TablesTide, Raymond H.R.
Errata: Plastic Design of Steel Floor BeamsHawes, William H.
2nd QuarterPreliminary Analysis and Member Sizing of Tall Tubular Steel BuildingsEl Nimeiri, Mahjoub M.Tang, John W.Wong, Chow H.
Analysis and Design of a Web Connection in Direct TensionAnand, Subhash C.Bertz, Richard F.
A Graphical Method for Design of Cantilevered and Suspended Span BeamsMehta, Purushottam B.
Nomograph for Design of Power Plant and Industrial Precipitator ShellMaitra, N.
Stress Reduction Factor for Unsupported LengthsRoy, Ranjit
Acceptability Criterion for Occupant-Induced Floor VibrationsMurray, Thomas M.
3rd QuarterLoad and Resistance Factor Design (T.R. Higgins Award)Galambos, Theodore V.
Structural Details in Industrial BuildingsFisher, James M.DiscussionDiscussion
Stability of Metal Structures- A World View (Part 1)SSRC, ECCS, LRCJ,CMEADiscussion
Discussion: An Experimental Look at Bracket-Loaded WebsSears, Frank D.
Errata: Calculation of Effective Lengths of Stepped ColumnsAgrawal, Krishna M.Stafiej, Andrew P.
Book Review: Structural Design of Tall Steel Buildings, Vol. SBHaaijer, Geerhard
4th QuarterDesign Aids for Single-Plate Framing ConnectionsDisque, Robert O.Young, Ned W.Discussion
Eccentrically Braced Frame Construction--A Case HistoryLibby, James R.Discussion
Stability of Metal Structures- A World View (Part 2)SSRC, ECCS, LRCJ,CMEADiscussion
19821st QuarterPredesigned Bolted Framing Angle ConnectionsAmerican Institute of Steel Construction
Computing The Effective Plastic MomentCarskaddan, Phillip S.Grubb, Michael A.Haaijer, Geerhard
Suggestions for Avoiding Beam- to- Column Web Connection FailureBeedle, Lynn S.Driscoll, George C., Jr.
Plastic Behavior of Beams with Mid-Depth Web OpeningsAfifi Aglan, AhmedQaqish, Samih
Stability of Metal Structures--A World View (Part 3)SSRC, ECCS, LRCJ,CMEA
2nd QuarterDesign of W-Shapes for Combined Bending and TorsionJohnston, Bruce G.ErrataDiscussionDiscussionDiscussionErrataCorrection
Steel Members Subject to Axial Tension and Biaxial Bending MomentsHsu, C.T.T.
Errata: Simplified Design for Torsional Loading of Rolled Steel MembersLin, Phillip H.
Calculator Program for Determining Properties of Built-up or Composite MembersGossett, Stephen R.Discussion
Rapid Determination of Ultimate Strength of Eccentrically Loaded Bolt GroupsBrandt, G. DonaldDiscussionDiscussionDiscussion
Stability of Metal Structures- A World View (Part 4)SSRC, ECCS, LRCJ,CMEA
Discussion: Structural Details in Industrial BuildingsFisher, James M.Marx, Christopher
Discussion: Stability of Metal Structures--A World View (Part 2)Wolchuk, Roman
Discussion: Stability of Metal Structures--A World View (Part 1)Clark, J.W.
3rd QuarterSeismic Steel Framing Systems for Tall BuildingsPopov, Egor P.
A General Solution for Eccentric Loads on Weld GroupsBrandt, G. Donald
Lateral Wind Bracing Requirements for Steel Composite BridgesHeins, Conrad P.Hou, C.K.Kato, H.
Errata: Design of W-Shapes for Combined Bending and TorsionJohnston, Bruce G.
Effect of Hole-Making on the Strength of Double Lap JointsIwankiw, Nestor R.Schlafly, Thomas
Discussion: Design Aids for Single-Plate Framing ConnectionsGriffiths, John D.
4th QuarterTips for Avoiding Crane Runway ProblemsRicker, David T.
Allowable Stress for Bending MembersMaitra, N.Discussion
Design of Single Plate Framing Connections with A307 BoltsHormby, David E.Kriegh, James D.Richard, Ralph M.DiscussionDiscussion
Discussion: Calculator Program for Determining Properties of Built-Up or Composite MembersChesson, E., Jr.
Discussion: Rapid Determination of Ultimate Strength of Eccentrically Loaded Bolt GroupsMarsh, Cedric
Discussion: Design of W-Shapes for Combined Bending and TorsionSalmon, Charles G.
19831st QuarterCalculation of Wind Drift in Staggered-Truss BuildingsLeffler, Robert E.
End Restraint and Column Design Using LRFDChen, Wai-FahLui, E.M.Discussion
Considerations in the Design of Bolted Joints for Weathering SteelBrockenbrough, R.L.
Discussion: Rapid Determination of Ultimate Strength of Eccentrically Loaded Bolt GroupsBrandt, G. DonaldIwankiw, Nestor R.
2nd QuarterBuckling of One-Story FramesSchilling, Charles G.DiscussionClosure
Design of Headed Anchor BoltsHaninger, Edward R.Shipp, John G.Discussion
Steel Shear Walls for Existing BuildingsBaldelli, Joseph A., Jr.
Some Economic Considerations for Composite Floor BeamsLorenz, Robert F.
Discussion: Design of W-Shapes for Combined Bending and TorsionLin, Phillip H.
Discussion: Rapid Determination of Ultimate Strength of Eccentrically Loaded Bolt GroupsIwankiw, Nestor R.
3rd QuarterInteractive Computer Graphics in Steel Analysis/Design--A Progress ReportMcGuire, WilliamPesquera, Carlos I.
The Importance of Tension Chord BracingFisher, James M.Discussion
Economics of Low-Rise Steel-Framed StructuresRuddy, John L.
Discussion: Allowable Stress for Bending MembersParikh, Prabhakar
Discussion: Eccentrically Braced Frame Construction--A Case HistoryPopov, Egor P.
4th QuarterSteel Box Girder Bridges-Design Guides and MethodsHeins, Conrad P.
Design of Lightly Loaded Steel Column Base PlatesMurray, Thomas M.
Web Design Under Compressive Edge LoadsElgaaly, Mohamed
Lateral Stiffness of Core/Outrigger SystemsBoggs, P.C.Gasparini, D.A.
Analysis of Knee-Braced Portal Frames for Vertical LoadingSurtees, John O.Vilas, Howard K.
19841st QuarterEffect of End Restraint on Column Strength-Practical ApplicationsBjorhovde, ReidarDiscussionDiscussion
Vertically Curved Girder FlangesNair, R. ShankarErrata
Note on Beam-Column Moment Amplification FactorIwankiw, Nestor R.Discussion
Fast Check for Laterally Supported Beam CapacityOdeh, M. DavidDiscussion
End-Plate Moment Connections- Their Use and MisuseGriffiths, John D.Errata
Safe Load for Laterally Unsupported AnglesLay, M.G.Leigh, J.M.Thomas, B.F.
Structural System--Getty Plaza TowerWong, Charles
Engineering for Steel ConstructionDisque, Robert O.
Introduction to the Proposed AISC Load and Resistance Factor Design SpecificationEdinger, John A.
Discussion: Design of W-Shapes for Combined Bending and TorsionJohnston, Bruce G.
Errata: Design of W-Shapes for Combined Bending and TorsionJohnston, Bruce G.
2nd QuarterFinite Element Modeling of Girders with Large Web OpeningsBerak, E.G.Watwood, V.B.
Structural Engineering for the 80's and BeyondMcGuire, William
Errata: End-Plate Moment Connections: Their Use and MisuseUnknown Author
Economical Steel Plate Girder BridgesEconomical Steel Plate Girder BridgesKnight, Richard P.
Discussion: End Restraint and Column Design Using LRFDAbrahams, Michael J.Chen, Wai-FahLui, E.M.Tide, Raymond H.R.Yoganandan, Naryan
Simplified Approach to the Analysis and Design of Columns with ImperfectionsChen, Wai-FahLui, E.M.
Discussion: Design of Headed Anchor BoltsHaninger, Edward R.Sherman, William C.Shipp, John G.
Book Review: Detailing for Steel Construction (AISC)Stanczak, John S.
Design Aid for Deflection of Simple Beams Under Concentrated LoadsMazzarella, M. Max, Sr.
Discussion: The Importance of Tension Chord BracingFisher, James M.
3rd QuarterSingle-Plate Framing Connections with Grade-50 Steel and Composite ConstructionHormby, David E.Kriegh, James D.Richard, Ralph M.Errata
Bracing Connections for Heavy ConstructionThornton, William A.
Industrial Buildings-Guidelines and CriteriaFisher, James M.
A Composite Girder System for Joist Supported SlabsRongoe, James
Column Web Compression Strength at End-Plate ConnectionsHendrick, AlanMurray, Thomas M.
Discussion: Fast Check for Laterally Supported Beam CapacityFleischer, Walter H.Odeh, M. David
Bolted Shear Connections with Painted SurfacesFouad, Fouad H.Frank, Karl H.Yura, Joseph A.
Concrete Slab Stresses in Partial Composite Beams and GirdersLorenz, Robert F.Stockwell, Frank W., Jr.Errata
4th QuarterThe Application of Flexural Methods to Torsional Analysis of Thin-walled Open SectionsBoothby, Thomas E.Discussion
Direct Determination of Required Rigidities for Multiple-Bracing FramesWechsler, Marius B.
Discussion: Buckling of One-Story FramesCorrenti, Dan S.Springfield, JohnZweig, Alfred
Closure: Buckling of One-Story FramesSchilling, Charles G.
Discussion: Structural Details in Industrial BuildingsFisher, James M.
Adjusting the Beam-line Method for Positive-moment YieldingCarskaddan, Phillip S.Grubb, Michael A.Haaijer, Geerhard
Correction: Design of W-Shapes for Combined Bending and TorsionJohnston, Bruce G.
Discussion: Design of Single Plate Framing Connections with A307 BoltsBecker, Edward P.Richard, Ralph M.
Analysis of Knee-braced Portal Frames for Vertical Loading: Part 2-Columns of Unequal StiffnessSurtees, John O.Vilas, Howard K.
Nonlinear Analysis of Eccentric Bolted ConnectionsRutenberg, Avigdor
19851st QuarterDesign and Optimization of Plate Girders and Weld-fabricated Beams for Building ConstructionFleischer, Walter H.
Errata: Concrete Slab Stresses in Partial Composite Beams and GirdersLorenz, Robert F.Stockwell, Frank W., Jr.
Errata: Single-Plate Framing Connections with Grade-50 Steel and Composite ConstructionHormby, David E.Kriegh, James D.Richard, Ralph M.
Bracket Loaded Webs with Low Slenderness RatiosAinso, HeinoBatson, Gordon B.Hopper, Bruce E.
Automated Search for Optimal Standard SectionsGinsburg, S.Kaaz, G.
A General Solution for the Governing Bending EquationMoore, William E., IIDiscussion
Multiple Bolt Anchorages: Method for Determining the Effective Projected Area of Overlapping Stress ConesBurdette, Edwin G.Marsh, M. LeeErrata
Anchorage of Steel Building Components to ConcreteBurdette, Edwin G.Marsh, M. Lee
Bin Supports--A Caution to DesignersMoore, Jay P.Discussion
Discussion: Effect of End Restraint on Column Strength-Practical ApplicationsBjorhovde, ReidarChen, Wai-FahGerstle, Kurt H.Lui, E.M.
Discussion: Note on Beam-Column Moment Amplication FactorLu, Le-WuYura, Joseph A.
Discussion: Design of Single-Plate Framing Connections with A307 BoltsBecker, Edward P.Richard, Ralph M.
2nd QuarterDeflections of Stepped Beams and GirdersYamamoto, Y. Eugene
Procedure for a Design and Analysis of Hanger-type ConnectionsAstaneh-Asl, Abolhassan
Prying Action- A General TreatmentThornton, William A.
Discussion: Effect of End Restraint on Column Strength--Practical ApplicationsBjorhovde, Reidar
New Design Criteria for Gusset Plates in TensionBjorhovde, ReidarHardash, Steve G.
Errata: Vertically Curved Girder FlangesNair, R. Shankar
Book Review: Design of Steel Bins for Storage of Bulk Solids (Gaylord & Gaylord, Prentice-Hall, 1984)Iwankiw, Nestor R.
Approximate Stiffness and Bending Strength for Compact-Rolled SectionsLampitt, Edwin A.Discussion
Bolt Preload Measurements Using Ultrasonic MethodsNotch, James S.
3rd QuarterColumns with End Restraint and Bending in Load and Resistance Factor DesignChen, Wai-FahLui, E.M.Errata
Allowable Bending Stresses for Overhanging MonorailsTanner, N. Stephen
Effect of Burrs on Bolted Friction ConnectionsPolyzois, D.Yura, Joseph A.
Computer-Aided Analysis and Design of Steel FramesMehringer, VincentOrbison, James G.Pierson, GeorgeErrata
Testing Method to Determine Slip Coefficient for Coatings Used in Bolted JointsFrank, Karl H.Yura, Joseph A.
4th QuarterLRFD Analysis and Design of Beams with Partially Restrained ConnectionsGoverdhan, ArvindLindsey, Stanley D.Loannides, Socrates A.
A Unified Approach for Stability Bracing RequirementsFisher, James M.Lutz, Leroy A.
Effective Width Criteria for Composite BeamsBjorhovde, ReidarVallenilla, Cesar R.
Discussion: The Application of Flexural Methods to Torsional Analysis of Thin-walled Open SectionsBoothby, Thomas E.
A Design Aid for Connection Angle Welds Subjected to Combined Shear and Axial LoadsKane, ThomasLoomis, Kenneth M.Thornton, William A.
19861st QuarterStepped Columns: A Simplified Design MethodCastiglioni, Carlo A.
Cyclic Behavior of Large Beam-column AssembliesAmin, Navin R.Louie, Jason J.C.Popov, Egor P.Stephen, Roy M.
Tension Butt Joints with Bolts and Welds in CombinationBowman, Mark D.Jarosch, K.H.
Errata: Computer-aided Analysis and Design of Steel FramesMehringer, VincentOrbison, James G.Pierson, George
Discussion: A General Solution for the Governing Bending EquationBudeshtsky, Rudolf J.
Writing for Publication: The Engineer's ObligationFriedstein, Harriet
Effective Length Factor for the Design of X-bracing SystemsEl-Tayem, Adel A.Goel, Subhash C.
2nd QuarterThe Disposable Knee-bracing Technique in Steel FramesAristizabal-Ochoa, J. Dario
A Programmable Solution for Stepped Crane ColumnsMoore, William E., II
Some Design Considerations for Composite-frame StructuresGriffis, Lawrence G.
Effect of Overspray and Incomplete Masking of Faying Surfaces on the Slip Resistance of Bolted ConnectionsFrank, Karl H.Polyzois, D.
Discussion: Bin Supports--A Caution to DesignersMoore, Jay P.
Use of High-strength Steel for Simply Supported BeamsWechsler, Marius B.
Limit Analysis and Plastic Design of Grid SystemsVukov, Ante
Design Loads for Seated-beam in LRFDBrockenbrough, R.L.Garrett, J.H., Jr.
3rd QuarterPlastic Analysis of Pinned-base Haunched Gable FramesParsanejad, S.
The Use of Jumbo Shapes in Non-column ApplicationsAmerican Institute of Steel Construction
Design Solutions Utilizing the Staggered-steel Truss SystemCohen, Michael P.
Ponding of Concrete Deck FloorsRuddy, John L.
Discussion: Approximate Stiffness and Bending Strength for Compact-rolled SectionsLampitt, Edwin A.
Deformations in Cold-bent HSS MembersBrady, FrankKennedy, John B.Seddeik, Mokhtar
Combined Shear and Tension StressesGoel, Subhash C.
A Modified Tube Concept for Tall BuildingsNair, R. Shankar
4th QuarterEarthquake-resistant Design of Double-angle BracingsAstaneh-Asl, AbolhassanGoel, Subhash C.Hanson, Robert D.Errata
Viscoelastic Damping Devices Proving Effective in Tall BuildingsCaldwell, D.B.
Least Cost Computer-aided Design of Steel GirdersAnderson, Katherine E.Chong, Ken P.
Moments on Beam-Columns with Flexible Connections in Braced FramesBrown, Jack H.
Erecting the Staggered-truss System: A View from the FieldHassler, Arthur E.
A Beam Design Aid for Structural TubingSiddiqui, Faruq M.A.
19871st QuarterThe AASHTO Guide Specification for Alternate Load-factor Design Procedures for Steel Beam BridgesGrubb, Michael A.
Plate Girder Design Using LRFDZahn, Cynthia J.
Lateral Load Distribution in Multi-girder BridgesWalker, William H.Correction
Design of a Rolled Beam Bridge by New AASHTO Guide Specification for Compact Braced SectionsHolt, Robert C.Hourigan, Edward V.
Computer-aided Design of Horizontally Curved Girders by the V-load MethodPoellot, William N., Jr.
2nd QuarterBehavior of Semi-rigid Composite ConnectionsAmmerman, DouglasLeon, Roberto T.
Experience with Use of Heavy W Shapes in TensionFisher, John W.Pense, Alan W.
Errata: Earthquake-Resistant Design of Double-angle BracingUnknown Author
The Significance of Weld Continuities Regarding Plastic FailureGresnigt, A.M.
The Economies of LRFD in Composite Floor BeamsZahn, Mark C.
3rd QuarterJointless Bridge DecksWasserman, Edward P.
Mill Building Frame Analysis: Distribution of Lateral LoadsVilas, Howard K.Errata
Applications of Orthotropic Decks in Bridge RehabilitationWolchuk, Roman
Design of Diagonal Cross Bracings: Part 1 Theoretical StudyBeaulieu, D.Picard, A.Discussion
Material Considerations in Structural Steel DesignBarsom, J.M.Discussion
4th QuarterSimplified Frame Design of Type PR ConstructionAckroyd, Michael H.
Semi-rigid Composite Steel FramesAmmerman, DouglasLeon, Roberto T.Lin, JihshyaMcCauley, Robert D.
Composite Cable-stayed Bridges The Concept with the Competitive EdgeTaylor, Peter R.
Design for Eccentric and Inclined Loads on Bolt and Weld GroupsIwankiw, Nestor R.Discussion
19881st QuarterField Welding to Existing Steel StructuresRicker, David T.
A Conceptual Approach to Prevent Crack-related Failure of Steel BridgesMcNamara, Michael P.Verma, Krishna K.
Columns: From Theory to PracticeBjorhovde, Reidar
Understanding Composite Beam Design Methods Using LRFDLorenz, Robert F.
Flexural-torsional Buckling for Pairs of Angles Used as ColumnsBrandt, G. Donald
Code of Standard Practice For Steel Buildings and BridgesUnknown Author
2nd QuarterDesign of 8-bolt Stiffened Moment End PlatesKukreti, Anant R.Murray, Thomas M.Discussion
Discussion: Simplified Design of 8-Bolt Stiffened Moment End PlatesGriffiths, John D.Wooten, J.M.
Optimal Design of Cantilever-suspended GirdersGurfinkel, German
Errata: Columns with End Restraint and Bending in Load and Resistance Factor DesignChen, Wai-FahLui, E.M.
Design of Partially or Fully Composite Beams with Ribbed Metal Deck Using LRFD SpecificationsFoley, Christopher M.Vinnakota, Murthy R.Vinnakota, Sriramula
LRFD and the Structural Engineering CurriculumGeschwindner, Louis F.
3rd QuarterA Practical P-Delta Analysis Method for Type FR and PR FramesLui, E.M.DiscussionErrata
Connection Flexibility and Beam Design in Non-sway FramesDavison, J. BuickKirby, Patrick A.Nethercot, D.A.
Effect of Connector Spacing and Flexural-torsional Buckling on Double-angle Compressive StrengthHaaijer, GeerhardZahn, Cynthia J.
Parking Structure with a Post-tensioned DeckBakota, John F.
Errata: Mill Building Frame Analysis: Distribution of Lateral LoadsVilas, Howard K.
Discussion: Design for Eccentric and Inclined Loads on Bolts and Weld GroupsIwankiw, Nestor R.Traian, Miguel
4th QuarterPreliminary Minimum Weight Design of Moment Frames for Lateral LoadingGrigorian, MarkGrigorian, Carl
A New Approach to Floor Vibration AnalysisTolaymat, Raed A.
Secondary Stresses in TrussesNair, R. Shankar
Plastic Collapse Load of Continuous Composite Plate GirdersGalambos, Theodore V.Kubo, Masahiro
Design of Diagonal Cross-bracings Part 2: Experimental StudyBeaulieu, D.Picard, A.CorrectionDiscussion
Reinforcing Loaded Steel Compression MembersBrown, Jack H.
19891st QuarterServiceability Guidelines for Steel StructuresEllingwood, Bruce R.
Design of Tee Framing Shear ConnectionsAstaneh-Asl, AbolhassanNadar, Marwan N.
Design of Single Plate Shear ConnectionsAstaneh-Asl, AbolhassanCall, Steven M.McMullin, Kurt M.Discussion
The Reinforcement of Steel ColumnsTall, Lambert
2nd QuarterColumn Flange Strength at Moment End-Plate ConnectionsCurtis, Larry E.Murray, Thomas M.
Performance of Large Seismic Steel Moment Connections Under Cyclic LoadsPopov, Egor P.Tsai, K.C.Errata
Uniform Pin-based Crane Columns, Effective LengthsFraser, Donald J.
Eccentrically Braced Frames: U.S. PracticeEngelhardt, Michael D.Popov, Egor P.Ricles, James M.
3rd QuarterSome Practical Aspects of Column Base SelectionRicker, David T.
Correction: Lateral Load Distribution in Multi-girder BridgesWalker, William H.
Correction: Design of Diagonal Cross-bracings Part 2: Experimental StudyBeaulieu, D.Picard, A.
The Results of Experiments on Seated Beam ConnectionsDailey, Ronald H.Roeder, Charles W.
Variation of Lift Load Distribution Due to Sling Length ToleranceDuerr, DavidErrata
Survey of Existing Studies on the Strength and Deformation of Spherical Joints in Steel Space TrussesArciszewski, T.Olowokere, O.D.Uduma, K.
What Structural Engineers and Fabricators Need to Know About Weld MetalMiller, Duane K.
Selecting Laterally Unsupported Beams of Least WeightBrandt, G. Donald
Design Aid for Required Moment of Inertia of Simple BeamsEisenman, Mark L.
4th QuarterAutostress Design Using Compact Welded BeamsGrubb, Michael A.
On Beam-Column Moment Amplification FactorChen, Wai-FahDuan, LianSohal, Iqbal S.Discussion
Cambering Steel BeamsRicker, David T.
Flexural-Torsional Buckling and its Implications for Steel Compression Member DesignIwankiw, Nestor R.Zahn, Cynthia J.
Discussion: Design of Diagonal Cross-Bracings-Part 1: Theoretical Study; Part 2: Experimental StudyBeaulieu, D.Picard, A.Stoman, Sayed H.
19901st QuarterSemi-Rigid Composite Connections for Gravity LoadsAmmerman, DouglasLeon, Roberto T.
Unbraced Frames with Semi-Rigid Composite ConnectionsAmmerman, DouglasLeon, Roberto T.
Behavior and Design of Flexibly- Connected Building FramesAckroyd, Michael H.Gerstle, Kurt H.
Notes on Bracing DesignWyczolkowski, Adam
Approximate Plastic Modulus of Wide Flange Beam SectionsGilsanz, Ramon
Allowable Bending Stress of Steel PipesChakrabarti, S.K.
Discussion: A Practical P-Delta Analysis Method for Type FR and PR FramesCarskaddan, Phillip S.Lui, E.M.
Discussion: Material Considerations in Structural Steel DesignStecich, J.
Errata: Performance of Large Seismic Steel Moment Connections Under Cyclic LoadsPopov, Egor P.Tsai, K.C.
Errata: Variation of Lift Load Distribution Due to Sling Length ToleranceDuerr, David
Errata: A Practical P-Delta Analysis Method for Type FR and PR FramesLui, E.M.
2nd QuarterDesign of Connectors in Web-Flange Beam or Girder SplicesGreen, Deborah L.Kulak, Geoffrey L.
The In-Plane Stability of a Frame Containing Pin-Based Stepped ColumnsFraser, Donald J.
Practical Analysis of Semi- Rigid FramesBarakat, MunzerChen, Wai-Fah
Electronic Spreadsheet Tools for Semi- Rigid FramesAckroyd, Michael H.
LRFD Aid for Tubeshaped BeamsSiddiqui, Faruq M.A.Usman, Ali
Automated Second-Order Elastic Analysis for Steel Space FramesFolse, Michael D.Harris, Barton H.
3rd QuarterExperimental Study of Gusseted ConnectionsGross, John L.
Hardness Testing of Thermal Cut Edges of SteelWilson, Alexander D.
Inconsistencies in Column Base Plate Design in the New AISC ASD ManualAhmed, SalahuddinKreps, Robert R.
Design of Small Base Plates for Wide Flange ColumnsThornton, William A.
LRFD Beam Tables for Structural TubesSputo, Thomas
Short Span Pre-Stressed Steel BridgesDensford, Thomas A.Hendrick, Thomas L.Murray, Thomas M.
Discussion: Design of Single Plate Shear ConnectionsRichard, Ralph M.
Errata: Flexural-Torsional Buckling and its Implications for Steel Compression Member DesignIwankiw, Nestor R.Zahn, Cynthia J.
4th QuarterReinforcing Steel Members and the Effects of WeldingTide, Raymond H.R.
Behavior of a Two-Span Continuous Plate Girder Bridge Designed by the Alternate Load Factor MethodGrubb, Michael A.Moore, Mark
Proposed Revision of the Equivalent Axial Load Method for LRFD Steel and Composite Beam-Column DesignLeet, Kenneth M.Uang, Chia-MingWattar, Samer W.
A Method To Predict the Fire Resistance of Steel Building ColumnsAlmand, K.H.Lie, T.T.
Discussion: On Beam-Column Moment Amplification FactorDumonteil, Pierre
Design of Base Plates for Wide Flange Columns: A Concatenation of MethodsThornton, William A.
19911st QuarterFull-Scale Tests of Butt-Welded Splices in Heavy-Rolled Steel Sections Subjected to Primary Tensile StressesBruneau, MichelMahin, Stephen A.
Top-and-Seat-Angle Connections and End-Plate Connections: Snug vs. Fully Pretensioned BoltsChasten, Cameron P.Driscoll, George C., Jr.Fleischman, Robert B.Lu, Le-Wu
Designing Longitudinal Welds for Bridge MembersAlexander, Warren G.
Load Combinations for Buildings Exposed to FiresCorotis, Ross B.Ellingwood, Bruce R.
Redundancy in Highway BridgesFrangopol, Dan M.Nakib, Rachid
2nd QuarterDesign Analysis of Semi-Rigid Frames: Evaluation and ImplementationBarakat, MunzerChen, Wai-Fah
Tables for Equal Single Angles in CompressionWalker, Wayne W.
1989 AISC Specification (Ninth Edition) Allowable Bending Stress Design AidHulshizer, Allen J.
A Simplified Look at Partially Restrained BeamsGeschwindner, Louis F.
Design Strength of Schifflerized Angle StrutsAdluri, Seshu Madhava RaoMadugula, Murty K.S.
3rd QuarterBeam Design in PR Braced Steel FramesZandonini, RiccardoZanon, Paolo
Buckling of Prestressed Steel GirdersBradford, Mark A.
Building Floor VibrationsMurray, Thomas M.Errata
Reuse of A325 and A490 High-Strength BoltsBetancourt, MiguelBowman, Mark D.
U.S. Seismic Steel CodesPopov, Egor P.
Stiffness Reduction Factor for LRFD of ColumnsHarichandran, Ronald S.
Editor's Note: 1989 AISC Specification (Ninth Edition) Allowable Bending Stress Design Aid (paper by Allen J. Hulshizer)Unknown Author
4th QuarterApplication of Second-Order Elastic Analysis in LRFD: Research to PracticeHajjar, Jerome F.White, Donald W.
Design and Construction of Lifting BeamsRicker, David T.Errata
An Analytical Criterion for Buckling Strength of Built-up Compression MembersAslani, FarhangGoel, Subhash C.
Unified Autostress MethodSchilling, Charles G.
Errata:: Building Floor VibrationsMurray, Thomas M.
19921st QuarterA Method for Incorporating Live Load Reduction Provisions in Frame AnalysisMcGuire, WilliamZiemian, Ronald D.
High-Strength Bolts for BridgesBeckmann, Fred R.Verma, Krishna K.
Reliability of Rotational Behavior of Framing ConnectionsGerstle, Kurt H.Rauscher, Thomas R.
The Significance and Application of Cb in Beam DesignZuraski, Patrick D.
An Equivalent Radius of Gyration Approach to Flexural-Torsional Buckling for Singly Symmetric SectionsBakos, Jack D.O'Leary, James A.
Forces on Bracing SystemsNair, R. Shankar
2nd QuarterNon-Slender Single Angle StrutsDagher, H.Davids, W.Elgaaly, Mohamed
Eccentrically Loaded Steel Single Angle StrutsAdluri, Seshu Madhava RaoMadugula, Murty K.S.
Flexural Strength of WT SectionsEllifritt, Duane S.Samuel, SantoshSputo, ThomasWine, Gregory
An Experimental Study of Block Shear Failure of Angles in TensionEpstein, Howard I.Errata
3rd QuarterDistortion-Induced Cracking During TransitRoddis, W.M. Kim
Load and Resistance Factor Design of Welded Box Section TrussesHenderson, J.E.Packer, Jeffrey A.Wardenier, Jaap
Analytical Criteria for Stitch Strength of Built-Up Compression MembersAslani, FarhangGoel, Subhash C.
Simple Equations for Effective Length FactorsDumonteil, PierreDiscussionCorrection
Application of Tuned Mass Dampers To Control Vibrations of Composite Floor SystemsVaicaitis, RimasWebster, Anthony C.
4th QuarterFast Check for Block ShearBurgett, Lewis B.Correction
Structural Details To Increase Ductility of ConnectionsBlodgett, Omer W.
Design Aid-Anchor Bolt Interaction of Shear and Tension LoadsScacco, Mario N.
Design Chart for Vibration of Office and Residential FloorsHatfield, Frank J.
Strength and Serviceability of Hanger ConnectionsThornton, William A.Correction
A Novel Approach for K Factor DeterminationLui, E.M.
Computers and Steel DesignMcGuire, William
19931st QuarterServiceability Limit States Under Wind LoadGriffis, Lawrence G.
Design Strength of Concentrically Loaded Single Angle StrutsZureick, A.
The Warping Constant for the W-Section with a Channel CapEllifritt, Duane S.Lue, Tony
The Economic Impact of Overspecifying Simple ConnectionsCarter, Charles J.Geschwindner, Louis F.
Discussion: Simple Equations for Effective Length FactorsMoore, William E., II
Correction: Simple Equations for Effective Length FactorsDumonteil, Pierre
Correction: Fast Check for Block ShearBurgett, Lewis B.
2nd QuarterDesign of Pipe Column Base Plates Under Gravity LoadSputo, ThomasDiscussionDiscussionCorrection
Strength of Shear Studs in Steel Deck on Composite Beams and JoistsEasterling, W. SamuelGibbings, David R.Murray, Thomas M.
Earthquakes: Steel Structures Performance and Design Code DevelopmentsMarsh, James W.
SI Units for Structural Steel DesignAmerican Institute of Steel Construction
Composite Girders with Partial Restraints: A New ApproachWexler, Neil
3rd QuarterShear Lag Effects in Steel Tension MembersEasterling, W. SamuelGonzalez Giroux, Lisa
Design Aid of Semi-rigid Connections for Frame AnalysisChen, Wai-FahGoto, Y.Kishi, N.Matsuoka, K.G.
A Tentative Design Guideline for a New Steel Beam Connection Detail to Composite Tube ColumnsAzizinamini, AtorodPrakash, Bangalore
4th QuarterDesign Criterion for Vibrations Due to WalkingAllen, D.E.Murray, Thomas M.
LRFD Analysis for Semi-Rigid Frame DesignChen, Wai-FahKing, Won Sun
Design of I-Beam to Box-Column Connections Stiffened ExternallyLee, Seng-LipShanmugam, Nandivaram E.Ting, Lia-ChoonDiscussion
Discussion: Design of Pipe Column Base Plates Under Gravity LoadIwankiw, Nestor R.Sputo, Thomas
Errata: ASD/LRFD Volume II- Connections Shear Tab Design TablesUnknown Author
19941st QuarterRemoval of Yield Stress Limitation for Composite Tubular ColumnsBjorhovde, ReidarBruce, Donald A.Kenny, John R.
Column Base Plate Design TableChhabra, Surendra J.
Ductility of Non-Compact Steel Bridge BeamsTabsh, Sami W.
Frame Response Considering Plastic Panel HingesFielding, David J.
2nd QuarterLocal Buckling Rules for Rotation CapacityDaali, M.L.Korol, R.M.
Optimal Design of Steel Frames to Enhance Overall StabilityHjelmstad, K.D.Pezeshk, S.
Composite Semi-Rigid ConstructionLeon, Roberto T.
Geometric Properties of Hot-Rolled Steel Angles Including the Effects of Toe Radii and FilletMadhava Rao Adluri, SeshuMadugula, Murty K.S.
3rd QuarterThe Accuracy of Column Stability Calculations in Unbraced Frames and the Influence of Columns with Effective Length Factors Less Than OneHajjar, Jerome F.White, Donald W.
Examination of Fillet Weld StrengthBowman, Mark D.Quinn, Brian P.
Discussion: Design of Pipe Column Base Plates Under Gravity LoadValley, Michael
Correction: Discussion of Design of Column Base Plates Under Gravity LoadIwankiw, Nestor R.Sputo, Thomas
Discussion: Design of I-Beam to Box-Column Connections Stiffened ExternallyIwankiw, Nestor R.
Low-Cycle Fatigue Behavior of Semi-Rigid Top-and-Seat Angle ConnectionsChen, Stuart S.Mander, John B.Pekcan, Gokhan
4th QuarterPractical Approaches in Mill Building Columns Subjected to Heavy Crane LoadsBendapudi, Kasi V.
A Practical Approach to the ""Leaning"" ColumnGeschwindner, Louis F.Correction
Geometrical and Mechanical Properties of Large Rolled Steel AnglesKajita, YasuyukiKojima, ToshifumiMadugula, Murty K.S.Ohama, Michihiro
19951st QuarterAn Assessment of K Factor FormulasChen, Wai-FahShanmugam, Nandivaram E.
Steel Frame Stability DesignVisser, Mike
Effects of Connection Stiffness and Plasticity on the Service Load Behavior of Unbraced Steel FramesBhatti, M. AsgharHingtgen, James E.
Inelastic Design of Steel Girder BridgesBarker, Michael G.
2nd QuarterBuckling of Webs in Unsymmetric Plate GirdersFrank, Karl H.Helwig, Todd A.
Low-Cycle Variable Amplitude Fatigue Modeling of Top-and-Seat Angle ConnectionsChen, Stuart S.Mander, John B.Pekcan, Gokhan
A Practical Approach to the ""Leaning"" ColumnGeschwindner, Louis F.
Effective Width of Composite L-Beams in BuildingsBrosnan, David P.Uang, Chia-Ming
3rd QuarterPrestressed Steel Girders for Single Span BridgesSnyder, Russell D.Discussion
Optimal Cost Design of Semi-Rigid, Low-Rise Industrial FramesGrierson, Donald E.Sherbourne, Archie N.Xu, Lei
Effective Lengths of Uniform and Stepped Crane ColumnsLui, E.M.Sun, Manqing
Influence of Cross Frames on Load Resisting Capacity of Steel Girder BridgesAzizinamini, AtorodBeacham, Michael W.Kathol, Steve
Block Shear Tests in High-Strength Steel AnglesGross, Jeremy M.Orbison, James G.Ziemian, Ronald D.
4th QuarterSteel Rigid Frames With Leaning Columns-1993 LRFD ExampleFolse, Michael D.Nowak, Paul S.Correction
Connections: Art, Science, and Information in the Quest for Economy and SafetyThornton, William A.
Partially Restrained Composite Beam-To-Girder ConnectionsEasterling, W. SamuelRex, Clinton O.
Correction: A Practical Approach to the "Leaning" ColumnGeschwindner, Louis F.
19961st QuarterThe Effect of Burrs on the Shear Capacity of Bearing ConnectionsSaleh, Y.Zwerneman, F.J.
Comparative Effectiveness of Tightening Techniques for A490 1 1/4- in. Diameter BoltsAbruzzo, JohnDahl, Joan S.Fisher, John W.Lu, Le-WuDiscussion
Optimum Cost Design of Partially Composite Steel Beams Using LRFDBhatti, M. Asghar
Effects of the Latest LRFD Block Shear Code ChangeEpstein, Howard I.
A Rational Approach to Design of Tee Shear ConnectionsThornton, William A.
Correction: Steel Rigid Frames with Leaning ColumnsFolse, Michael D.Nowak, Paul S.
Correction: Strength and Serviceability of Hanger ConnectionsThornton, William A.
2nd QuarterSpecifying Bolt Length for High-Strength BoltsCarter, Charles J.DiscussionClosure
Fatigue Life of Double Angle Tension MembersChristopher, Bradley P.Cousins, Thomas E.Stallings, J. Michael
Strengthening of Existing Composite Beams Using LRFD ProceduresMiller, John P.DiscussionCritiqueErrata
A Closer Examination of the Axial Capacity of Eccentrically Loaded Single Angle StrutsLutz, Leroy A.
Critique: Comparative Effectiveness of Tightening Techniques for A490 1-in. Diameter BoltsFlucker, Ronald L.Sharp, David F.
3rd QuarterOptimization of Large Steel Truss Structures Using Standard Cross SectionsAdeli, H.Soegiarso, R.
Improved Shear Strength of Webs Designed in Accordance with the LRFD SpecificationBradford, Mark A.DiscussionClosure
Designing With Structural TubingSherman, Donald R.
Future Use of Composite Steel-Concrete Columns in Highway BridgesItani, Ahmad M.
Discussion: Prestressed Steel Girders for Single Span BridgesKocsis, Peter
4th QuarterThe Effect of Eccentricity on Brace-to-gussetThornton, William A.
Practical Advanced Analysis for Semi-rigid Frame DesignChen, Wai-FahKim, Seung-Eock
Formulas for Beams with Semi-rigid ConnectionsKotlyar, Nathan
Block Shear of Structural Tees in Tension- Alternate PathsEpstein, Howard I.
LRFD Crane Girder Design Procedure and AidsLaman, Jeffrey A.
19971st QuarterUltimate Strength Considerations for Seismic Design of the Reduced Beam Section (Internal Plastic Hinge)Iwankiw, Nestor R.
Appendix A: Beam Gravity Load ConsiderationsIwankiw, Nestor R.
Appendix B: Corollary for Cover-Plated Connections (without RBS)Iwankiw, Nestor R.
Appendix C: Elastic Stiffness Change for Reduced Beam SectionIwankiw, Nestor R.
Appendix D: Combination Detail (RBS With Nominal End Reinforcement)Iwankiw, Nestor R.
Design of Tension Circular Flange Joints in Tubular StructuresCao, JunjiePacker, Jeffrey A.
Load and Resistance Factor Design and Analysis of Stepped Crane Columns in Industrial BuildingsKennedy, D.J.L.MacCrimmon, Robert A.
Discussion: Comparative Effectiveness of Tightening Techniques for A490 1 1/4-in. Diameter BoltsAbruzzo, JohnDahl, Joan S.Fisher, John W.Lu, Le-Wu
2nd QuarterTruss Analogy for Steel Moment ConnectionsGoel, Subhash C.Lee, Kyoung-HyeogStojadinovic, Bozidar
Optimization of Large Space Frame Steel StructuresAdeli, H.Soegiarso, R.
The Dogbone: Back to the FuturePlumier, Andre
Rational Basis for Increased Fillet Weld StrengthIwankiw, Nestor R.ErrataErrata
3rd QuarterA Summary of Changes and Derivation of LRFD Bolt Design ProvisionsCarter, Charles J.Tide, Raymond H.R.Yura, Joseph A.DiscussionClosureErrata
The Restraint Girder System- Local Web Buckling Behavior and Design ConsiderationsWexler, Neil
The Behavior and Load-Carrying Capacity of Unstiffened Seated-Beam ConnectionsBowman, Mark D.Chen, Wai-FahYang, W.H.DiscussionErrataErrata
Calculation of the Plastic Section Modulus Using the ComputerBauer, Dominique Bernard
Discussion: Specifying Bolt Length for High-Strength BoltsFlucker, Ronald L.
Closure: Specifying Bolt Length for High-Strength BoltsCarter, Charles J.
Discussion: Strengthening of Existing Composite Beams Using LRFD ProceduresKocsis, Peter
Errata: Rational Basis for Increased Fillet Weld StrengthIwankiw, Nestor R.
4th QuarterSteel Moment Frames with Ductile Girder Web OpeningGoel, Subhash C.Leelataviwat, SutatStojadinovic, Bozidar
Practical Application of Energy Methods to Structural Stability ProblemsNair, R. ShankarErrata
Low-Rise Building Wind Load ProvisionsChiu, Gregory L.F.Perry, Dale C.
Discussion: The Behavior and Load-Carrying Capacity of Unstiffened Seated Beam ConnectionsCarter, Charles J.Murray, Thomas M.Thornton, William A.Errata
Critique: Strengthening of Existing Composite Beams Using LRFD ProceduresWanant, Sompandh
19981st QuarterSteel Built-up Girders with Trapezoidally Corrugated WebsElgaaly, MohamedSeshadri, Anand
Live Load Distribution in Integral Composite Steel BridgesMourad, ShehabTabsh, Sami W.
Practical Compactness and Bracing Provisions for the Design of Single Angle BeamsEarls, C.J.Galambos, Theodore V.
Integrity of Structural Steel After Exposure to FireTide, Raymond H.R.
Discussion: A Summary of Changes and Derivation of LRFD Bolt Design ProvisionsBiren, JosephDumonteil, Pierre
Closure: A Summary of Changes and Derivation of LRFD Bolt Design ProvisionsCarter, Charles J.
2nd QuarterDesign of Crane Runway Beam with ChannelEllifritt, Duane S.Lue, Dung-Myau
Design Tables for Top- and Seat-Angle with Double Web-Angle ConnectionsChen, Wai-FahKim, YosukErrataErrata
Web Shear Strength of Flexural MembersSegui, William T.
Errata: Discussion of A Summary of Changes and Derivation of LRFD Bolt Design ProvisionsCarter, Charles J.Tide, Raymond H.R.Yura, Joseph A.
Errata: Practical Application of Energy Methods to Structural Stability ProblemsNair, R. Shankar
3rd QuarterK-factors for Unbraced Frames: Alignment Chart Accuracy for Practical Frame VariationsGuo, Chelsea Q.Hamid, Hazlan AbdulRoddis, W.M. Kim
Optimal Stiffness Design to Limit Static and Dynamic Wind Responses of Tall Steel BuildingsChan, Chun-Man
The Ultimate Strength of Symmetric Beam Bolted SplicesFrank, Karl H.Sheikh-Ibrahim, Firas I.
Errata: Design Tables for Top- and Seat-Angle with Double Web-Angle ConnectionsChen, Wai-FahKim, Yosuk
Errata: Discussion of The Behavior and Load-Carrying Capacity of Unstiffened Seated Beam ConnectionsCarter, Charles J.Murray, Thomas M.Thornton, William A.
Discussion: Improved Shear Strength of Webs Designed in Accordance with the LRFD SpecificationEllifritt, Duane S.
Closure: Improved Shear Strength of Webs Designed in Accordance with the LRFD SpecificationBradford, Mark A.
4th QuarterExperimental Implementation of Active Control to Reduce Annoying Floor VibrationsHanagan, Linda M.Murray, Thomas M.
Experimental Investigation of Dogbone Moment ConnectionsEngelhardt, Michael D.Potyraj, Timothy J.Winneberger, TedZekany, Andrew J.
Belt Trusses and Basements as 'Virtual' Outriggers for Tall BuildingsNair, R. Shankar
Simplified Inelastic Design of Steel Girder BridgesSchilling, Charles G.
19991st QuarterSpliced Axially-Loaded Single-Angle Members in CompressionMadugula, Murty K.S.Sakla, Sherief S.S.Wahba, Yohanna M.F.
Semi-Rigid Frame Design Methods for Practicing EngineersBjorhovde, ReidarChristopher, John E.
Beam-Column Base Plate Design - LRFD MethodDrake, Richard M.Elkin, Sharon J.ErrataErrataDiscussion
The Effects of Over-Compressing ASTM F959 Direct Tension Indicators on A325 Bolts Used in Shear ConnectionsGentry, GuyNielsen, Richard J.Schmeckpeper, Edwin R.DiscussionClosure
2nd QuarterPreface to the North American Design ComparisonsGilmor, Michael I.Iwankiw, Nestor R.Martinez-Romero, Enrique
A Comparison of Canadian, Mexican, and United States Steel Design StandardsGalambos, Theodore V.
A Comparison of General Design and Load Requirements in Building Codes in Canada, Mexico, and the United StatesEllingwood, Bruce R.
Design Aids for Walking Vibrations in Steel Framed FloorsLaman, Jeffrey A.
Historical Note on K-Factor EquationsDumonteil, Pierre
3rd QuarterSeismic Performance and Design of Bolted Steel Moment-Resisting FramesAstaneh-Asl, Abolhassan
Probabilistic Modeling of Steel Moment Frames with Welded ConnectionsEllingwood, Bruce R.Song, Jianlin
Cantilever Beam Framing SystemsHemstad, Michael
Ponding Calculations in LRFD and ASDCarter, Charles J.Zuo, JiahongDiscussion
Discussion: The Effects of Over-Compressing ASTM F959 Direct TensionRicker, David T.
Closure: The Effects of Over-Compressing ASTM F959 Direct Tension Indicators on A325 Bolts Used in Shear ConnectionsGentry, GuyNielsen, Richard J.Schmeckpeper, Edwin R.
4th QuarterRepair of Existing Steel Moment Frame Buildigns Damaged from Earthquakes Using Fracture Tough Weld OverlaysAnderson, James C.Compton, JackHayes, WalterMaranian, PeterSimon, Warner
Design Criteria for Stiffened Seated Connections to Column WebsEllifritt, Duane S.Sputo, ThomasErrata
Sidesway Web Buckling of Steel BeamsCheng, J.J.R.Grondin, Gilbert Y.
20001st QuarterErrata: Design Criteria for Stiffened Seated Connections to Column WebsEllifritt, Duane S.Sputo, Thomas
Inelastic Design and Testing of Steel Bridges Comprising Noncompact SectionsBarker, Michael G.Hartnagel, Bryan A.
Design of Concrete-Filled Hollow Structural Steel Columns for Fire EnduranceKodur, V.K.R.MacKinnon, David H.
Modeling of Support Conditions at the Bases of Tall BuildingsNair, R. Shankar
Design of Welded Steel Moment Connections Using Truss AnalogyGoel, Subhash C.Lee, Kyoung-HyeogStojadinovic, Bozidar
2nd QuarterA New Approach for Design of Steel Beam-ColumnsAminmansour, Abbas
Developments in Long Span Composite SlabsEasterling, W. SamuelWidjaja, Budi R.
Errata: Beam-Column Base Plate DesignDrake, Richard M.Elkin, Sharon J.
3rd QuarterExamination of AISC LRFD Shear Lag Design ProvisionsKirkham, William J.Miller, Thomas H.
LRFD Beam-Column Graphical Design AidKeil, William J.
Panel Zone Yielding in Steel Moment ConnectionsEl-Tawil, SherifErrata
4th QuarterGusset Plate Connection to Round HSS Tension MembersCheng, J.J.R.Kulak, Geoffrey L.
Nonlinear Analysis of Composite Steel Girder BridgesDeng, LinzhongGhosn, Michel
Experiments on the Effects of Power Actuated Fasteners on the Strength of Open Web Steel JoistsBeck, HermannEngelhardt, Michael D.Kates, ZacharyStasney, Blake
Discussion: Ponding Calculations in LRFD and ASDMilbradt, K.P.
Errata: Beam-Column Base Plate DesignDrake, Richard M.Elkin, Sharon J.
Errata: Panel Zone Yielding in Steel Moment ConnectionsEl-Tawil, Sherif
20011st QuarterThe Use of Orthotropic Decks in Redecking of BridgesWolchuk, Roman
Fundamentals of Beam BracingYura, Joseph A.
What You Should Know About Heat Straightening Repair of Damaged SteelAvent, R. RichardMukai, David J.
Steel Plate Shear Walls-An OverviewDriver, Robert G.Kennedy, D.J.L.Kulak, Geoffrey L.Medhekar, Manoj
2nd QuarterStrength of Singly Symmetric I-Shaped Beam-ColumnsGalambos, Theodore V.
Restrained Fire Resistance Ratings in Structural Steel BuildingsGewain, Richard G.Troup, Emile W.J.
Design of Mill Building Columns Using Notional LoadsSchmidt, Jon A.
The Ultimate Strength of Symmetric Beam Bolted SplicesFrank, Karl H.Sheikh-Ibrahim, Firas I.
Errata: Discussion of The Behavior and Load-Carrying Capacity of Unstiffened Seated Beam ConnectionsBowman, Mark D.Chen, Wai-FahYang, W.H.
3rd QuarterThe Performance and Design Checking of Chord-Angle Legs in Joist GirdersGalambos, Theodore V.
Tables for the Design Strength of Eccentrically-Loaded Single Angle StrutsSakla, Sherief S.S.
A Technical Note: Derivation of the LRFD Column Design EquationsTide, Raymond H.R.Discussion
Design of Skewed ConnectionsKloiber, LarryThornton, William A.
Seismic Behavior and Design of Concentrically Braced Steel FramesTremblay, RobertErrata
4th QuarterThe Effects of a Severe Fire on the Steel Frame of an Office BuildingDexter, Robert J.Lu, Le-WuErrata
Design Considerations for W-Shape Flexural Members Built-Up from PlatesBankes, Michael E.Drake, Richard M.
Constrained Through-Thickness Strength