10 kips 10 kips 1 kip/ft 7.5 ft 7.5 ft 6 ft
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:6-1
For the rectangular beam shown in Fig. P6-1,
(c) Sketch, on a drawing of the beam, the inclined
cracks that would develop at A, B, and C.
(a) Draw a shear-force diagram.
(b) Assuming the beam is uncracked, show the direc-
tion of the principal tensile stresses at middepth
at points A, B, and C.
10 kips
10 kips
1 kip/ft
A
B
6 ft
to
7.5 ft
7.5 ft
Fig. P6-1
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