CE134P: STEEL DESIGNPROJECT CODE:

542876 CODE: {Last 6 dig }its of your student number. U=5

ex. Stud. No. 2008542876 V=4W=2X=8Y=7Z=6

A. TYPE OF OCCUPANCY: U 0 to 3: Residential Building4 to 6: School Building7 to 9: Commercial Building

B. TYPE OF TRUSS: V odd Pratt Trusseven Howe Truss

Howe Truss Pratt TrussNote: Number of web members may vary depending on maximum slenderness ratioC. PROJECT LOCATION: Y 0 to 3: Zone 1

4 to 6: Zone 27 to 9: Zone 3

D. SPAN OF TRUSS, ST = [8+W/4+X/4] meters

E. HEIGHT OF TRUSS (RISE), H = Maximum of 2 meters

F. BAY DISTANCE, L = [6+Z/4] meters B-1 B-1 B-1 B-1

ST/2check if this column is

necessary

ST/2

B-1 B-1 B-1 B-1

L L L L

2ND FLOOR FRAMING PLAN

Specify Concrete Slab Thickness: {100-150mm}Beams and Columns are made of Wide-Flange Sections Wide Flange Columns {orientations of column may not be correct}

B2

B2

B2

B2

B2

B2B2

B3B3 B3 B3

B2

B2

B2

ST/2

ST/2

ROOF FRAMING PLANC (Channel) Purlins with Sagrods & Tierods{specify your own spacing between purlins and verify}

Roofing: Corrugated Galvanized Iron (G.I.) {specify your own gage #} G. HEIGHT OF COLUMN, H H1=H2 = [3+V/5] meters

roof apex

top of beam

H2

2nd floor lineceiling line 0.6m

H1

fin. flr. linenatural grade line 0.6m

LEFT SIDE ELEVATION

T1

T1

T1

T1

B4 B4B4 B4

B4B4B4B4

B5B5 B5 B5

T1

REQUIREMENTS:1. Plans and Drawings

a. Perspective b. Ground Floor Plan / Second Floor Framing Plan/ Roof Framing Planc. Elevations (Front Elev. /Rear Elev. /Right Side Elev. /Left Side Elev.)d. Structural Details and Specifications

2. Structural Analysis and Designa. Basis of Designb. Loading Computationsc. Design of Purlins, Sagrods and Tierodsd. Loadings and Analysis of Truss e. Design of Top Chordf. Design of Bottom Chordg. Design of Web Membersh. Design of Beams and Girdersi. Design of Columnj. Design of Base Platek. Design of Connection (Bolted, Riveted or Welded)l. Appendicesm. Acknowledgment

Guidelines:1. All structural steel must comply with ASTM A36 steel specifications.2. Deadloads, Liveloads, and Windloads shall be considered. Equake Load (optional)3. Analyze the structure based on the most critical loading combination.4. Analyze the structure using 2-D Frame Analysis applying any classical method.5. Structural Design/Analysis Softwares are allowed provided that short but precise manual calculations shall be done to verify software's output.6. Progress Reports shall be written in customized templates and must be submitted week7. Final Project Report must be compiled and be submitted during the scheduledday of oral defense.

kly

Sheet1