risa · asce eqn 12.8-2 asce eqn 12.8-2 10 g ctexp (h,z) 75 calc loads t x upper limit .157 t z...

11

Upload: others

Post on 06-Oct-2020

4 views

Category:

Documents

0 download

Report

Download

Embed Size (px):

TRANSCRIPT

Page 1: risa · ASCE Eqn 12.8-2 ASCE Eqn 12.8-2 10 g ctExp (H,Z) 75 Calc Loads T X Upper Limit .157 T Z upper Limit .157 0.333 0.333 Seismic ct X. ct Z ct Exp X: Risk cat SDI Base Elev (m:

Page 2: risa · ASCE Eqn 12.8-2 ASCE Eqn 12.8-2 10 g ctExp (H,Z) 75 Calc Loads T X Upper Limit .157 T Z upper Limit .157 0.333 0.333 Seismic ct X. ct Z ct Exp X: Risk cat SDI Base Elev (m:

risa.com

Page 3: risa · ASCE Eqn 12.8-2 ASCE Eqn 12.8-2 10 g ctExp (H,Z) 75 Calc Loads T X Upper Limit .157 T Z upper Limit .157 0.333 0.333 Seismic ct X. ct Z ct Exp X: Risk cat SDI Base Elev (m:

risa.com

CONCRETE DESIGN RULES

Page 4: risa · ASCE Eqn 12.8-2 ASCE Eqn 12.8-2 10 g ctExp (H,Z) 75 Calc Loads T X Upper Limit .157 T Z upper Limit .157 0.333 0.333 Seismic ct X. ct Z ct Exp X: Risk cat SDI Base Elev (m:

risa.com

Page 5: risa · ASCE Eqn 12.8-2 ASCE Eqn 12.8-2 10 g ctExp (H,Z) 75 Calc Loads T X Upper Limit .157 T Z upper Limit .157 0.333 0.333 Seismic ct X. ct Z ct Exp X: Risk cat SDI Base Elev (m:

risa.com

RISAFloor ES

Page 6: risa · ASCE Eqn 12.8-2 ASCE Eqn 12.8-2 10 g ctExp (H,Z) 75 Calc Loads T X Upper Limit .157 T Z upper Limit .157 0.333 0.333 Seismic ct X. ct Z ct Exp X: Risk cat SDI Base Elev (m:

risa.com

SEMI-RIGID WIND LOADS

Page 7: risa · ASCE Eqn 12.8-2 ASCE Eqn 12.8-2 10 g ctExp (H,Z) 75 Calc Loads T X Upper Limit .157 T Z upper Limit .157 0.333 0.333 Seismic ct X. ct Z ct Exp X: Risk cat SDI Base Elev (m:

risa.com

SEMI-RIGID EQ LOADS

Page 8: risa · ASCE Eqn 12.8-2 ASCE Eqn 12.8-2 10 g ctExp (H,Z) 75 Calc Loads T X Upper Limit .157 T Z upper Limit .157 0.333 0.333 Seismic ct X. ct Z ct Exp X: Risk cat SDI Base Elev (m:

risa.com

RISAFloor ES

Page 9: risa · ASCE Eqn 12.8-2 ASCE Eqn 12.8-2 10 g ctExp (H,Z) 75 Calc Loads T X Upper Limit .157 T Z upper Limit .157 0.333 0.333 Seismic ct X. ct Z ct Exp X: Risk cat SDI Base Elev (m:

risa.com

RISAFOUNDATION

Page 10: risa · ASCE Eqn 12.8-2 ASCE Eqn 12.8-2 10 g ctExp (H,Z) 75 Calc Loads T X Upper Limit .157 T Z upper Limit .157 0.333 0.333 Seismic ct X. ct Z ct Exp X: Risk cat SDI Base Elev (m:

risa.com

QUESTIONS?

Please let us know if you have questions

risa.com

[email protected]

Page 11: risa · ASCE Eqn 12.8-2 ASCE Eqn 12.8-2 10 g ctExp (H,Z) 75 Calc Loads T X Upper Limit .157 T Z upper Limit .157 0.333 0.333 Seismic ct X. ct Z ct Exp X: Risk cat SDI Base Elev (m:

risa.com | [email protected]

Bernoulli's Eqn

Viscous Flow Eqn

Schrodinger Eqn

Diffusitivity eqn

Bristol University Breguet Range Eqn

Lecture 06 maxwell eqn

Built By Advisors For Advisors GO FIGURE – MATH CAN LIE (A BIT) SO IF: 1/3 = 0.333 WHAT DOES 3*0.333 = ? 0.999 RIGHT? SO IF: 1/3 = 0.333 WHAT DOES 3*0.333

transport eqn derivn Lecture.pdf

Solving algebraic eqn

Compile 033 therm eqn - print

Differential Eqn - Ordinary Differential Equations

EQN*3250 Equine Exercise Physiology

Compressible Flow Eqn

Rate Eqn. & Order of Rxn

© T Madas = 0.333… = 0.1666… = 0.142857142857142857…

diff eqn Differential equations

Lecture 07 - Helmholtz Wave Eqn

2 Quadratic Eqn

ECN 1325 EQN 1337 - HEIDENHAIN

Lecture 06 - Maxwell Eqn

EQN*3060 Equine Reproduction

Solutions of Diff Eqn

driffrential eqn and partial fraction.pptx

Boundary Intergral Eqn

Simplified value of- + (0.222)3 - (0.333)3 + (0.333)2 (0.222)13 is: (A) 0.999 (C) 0.888 (D) 111 (6.111) (0.833) (0-22¿) (0.333)

Eqn Scaling Proj

C05 02 Balance Eqn 001

Straight Line Eqn

Prezentacja programu PowerPointhome.agh.edu.pl/~kowalski/files/projekt_zdalnie.pdf · 1.000 1.000 0.333 0.333 0.333 Manual 1.000 1.000 3.000 3.000 3.000 Sheet Pile Wall : General

Unidirectional Pulse Propagation Eqn (UPPE)

Construction & E.M.F. eqn. of transformer

EQN 437 ECN 425 - heidenhain.de€¦ · EQN 437 Absolute Rotary Encoders with Hollow Shaft and Expanding Ring Coupling for Safety-Related Applications 04/2019. ECN 425, EQN 437 Rotary