(FEM) AB =(FEM) AB =(₁(FEM) AB=(FEM) AB =(FEM)'AB(FEM)'AB =(FEM)'AB =(FEM)'AB =PLPb²aL²Fixed-end Moment Table for Original Slope-deflection Equations2PL9L5PL163PL16انPLPaL415PL32·aPP·LL L4+4+4+÷·PL4PLb²a +РP+PPa²b1/3+PL4PP(FEM)BA·b+(FEM)BA14344(FEM)BABbB(FEM) BALL4BFixed-end Moment Table for Modified Slope-deflection EquationsBB+BBPLPa²bL²2PL9SPL16(FEM) AB=(FEM) AB=(FEM) AB =(FEM)AB =(FEM)'AB(FEM) 'AB =wL²12W11wL²192(FEM)'ABWwL²20(FEM)'AB =5wL²96WLراستا انسانwL²8VYYYW·LWLW9wL²128liitL2W(FEM)BA=(FEM)BA=(FEM)BA(FEM)BABBwL²15Jantillage5wL²64BwL²12SwL²192wL2305wL²96 Using the slope-deflection equations, (a) determine the end moments of members AB, BC, and BD, (b)determine the rotations A and Oc in terms of EI. EI is constant and all members are axially rigid. It isrequired to use modified slope deflection equations (Lecture 5 Part IV) where possible.A5 ft5 kips10 ftB10 ftD10 ft10 kips10 ftC

To determine Moment at AB, BD, DB Rotation at A and C

Using the slope-deflection equations, (a) determine the end moments of members AB, BC, and BD, (b) determine the rotations A and Oc in terms of EI. EI is constant and all members are axially rigid. It is required to use modified slope deflection equations (Lecture 5 Part IV) where possible. A 5 ft 5 kips 10 ft B 10 ft D 10 ft 10 kips 10 ft

Using the slope-deflection equations, (a) determine the end moments of members AB, BC, and BD, (b) determine the rotations A and Oc in terms of EI. EI is constant and all members are axially rigid. It is required to use modified slope deflection equations (Lecture 5 Part IV) where possible. A 5 ft 5 kips 10 ft B 10 ft D 10 ft 10 kips 10 ft

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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