Prob. 1 For the beam in Fig. 1, (a) sketch shear force and bending moment diagrams, and (b) determine the maximum flexural stress in the beam. 1 kip - 3 ft B с 2 kip 2 ft 2 ft2 ft. D 3 ft- h = 6 in. tw 6 kip.ft = 0.20 in. tf = 0.25 in. b = 4 in.

Structural Analysis
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Chapter2: Loads On Structures
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Prob. 1 For the beam in Fig. 1, (a) sketch shear force and bending moment diagrams,
and (b) determine the maximum flexural stress in the beam.
1 kip
3 ft
X
B с
2 ft
2 kip
2 ft
D
3 ft
E
h = 6 in.
= : 0.20 in.
6 kip-ft
tw
tf = 0.25 in.
b = 4 in.
Transcribed Image Text:Prob. 1 For the beam in Fig. 1, (a) sketch shear force and bending moment diagrams, and (b) determine the maximum flexural stress in the beam. 1 kip 3 ft X B с 2 ft 2 kip 2 ft D 3 ft E h = 6 in. = : 0.20 in. 6 kip-ft tw tf = 0.25 in. b = 4 in.
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