J K L 20 kN 4 m E F G H 40 kN . 4 m A В C D 4 m 5 m - 4 m I I I I Area 24 (10-3) m? 16 (10-3) m² 16 (10-3) m² 24 (10-3) m² Probs. 7–45/46

Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter5: Stresses In Beams (basic Topics)
Section: Chapter Questions
Problem 5.8.1P: The shear stresses t in a rectangular beam arc given by Eq. (5-43): in which Fis the shear force, /...
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Draw the moment diagram for girder IJKL of the building frame. Use the cantilever method of analysis. Each column has the cross-sectional area indicated.

J
K
L
20 kN
4 m
E
F
G
H
40 kN .
4 m
A
В
C
D
4 m
5 m
- 4 m
I
I
I
I
Area 24 (10-3) m? 16 (10-3) m²
16 (10-3) m² 24 (10-3) m²
Probs. 7–45/46
Transcribed Image Text:J K L 20 kN 4 m E F G H 40 kN . 4 m A В C D 4 m 5 m - 4 m I I I I Area 24 (10-3) m? 16 (10-3) m² 16 (10-3) m² 24 (10-3) m² Probs. 7–45/46
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