Use the siopsdeflction method, dra . axal fors, shear fore, and bending ot dingrams fo the e shown i the fgus. e fre has pi uppors t A e D and constat modlus of lastiiy £). The moments of fneria ) for sach mermbr indicted i the fgure. 1510 1510 | 12 k/m HW2; Use the slope-deflection method, draw the axial force, shear force, and bendingmoment diagrams for the frame shown in the figure. The frame has pin supports at A and Dand constant modulus of elasticity ( E ). The moments of inertia ( /) for each member areindicated in the figure.15 kN15 kN12 kN/m214 m-1m--3 m-1m-

Consider the fixed end moment Consider the span AB ( A is hinged}

Answered: HW2 Use the slope-deflection method,…

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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Use the siopsdeflction method, dra . axal fors, shear fore, and bending ot dingrams fo the e shown i the fgus. e fre has pi uppors t A e D and constat modlus of lastiiy £). The moments of fneria ) for sach mermbr indicted i the fgure. 1510 1510 | 12 k/m

HW2; Use the slope-deflection method, draw the axial force, shear force, and bending
moment diagrams for the frame shown in the figure. The frame has pin supports at A and D
and constant modulus of elasticity ( E ). The moments of inertia ( /) for each member are
indicated in the figure.
15 kN
15 kN
12 kN/m
21
4 m
-1m--
3 m
-1m-

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