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 B 21 4 m I 1m-- 3 m

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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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-
Transcribed Image Text: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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