1- For the beam shown in Figure P-1 draw shear and moment diagrams. If the maximum positive moment for the beam is 1,200 lb-ft and the maximum negative moment is 1,600 lb-ft determine the maximum tensile and compressive stresses in the beam. 2 - A composite beam is constructed of a wood beam 6 in. wide and 8 in. deep reinforced on the bottom by a 0.5 in. steel plate (Figure P-2). The modulus of elasticity for wood is Ew= 1,200 ksi and for the steel is E, = 30,000 ksi. Find the allowable moment Mallow for the beam if the allowable stress in the wood is ow= 1600 psi, and in the steel is o, = 15,000 psi.

Structural Analysis
6th Edition
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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1- For the beam shown in Figure P-1 draw shear and moment diagrams. If the maximum positive
moment for the beam is 1,200 lb-ft and the maximum negative moment is 1,600 lb-ft determine the
maximum tensile and compressive stresses in the beam.
2 - A composite beam is constructed of a wood beam 6 in. wide and 8 in. deep reinforced on the bottom by a 0.5
in. steel plate (Figure P-2). The modulus of elasticity for wood is Ew=1,200 ksi and for the steel is E, = 30,000 ksi.
Find the allowable moment Mallow for the beam if the allowable stress in the wood is ow= 1600 psi, and in the steel
is o, = 15,000 psi.
=
in.
P = 1000 lb
L, = 4 ft
q = 128 Ib/ft
in.
3 in.
O = - M y/I
where y is
distance from
2 = 8 ft
4=5 ft
b= 2 in
the neutral axis.
Figure P-1
y
8 in.
-6 in.-
0.5 in.
Figure P-2
Transcribed Image Text:1- For the beam shown in Figure P-1 draw shear and moment diagrams. If the maximum positive moment for the beam is 1,200 lb-ft and the maximum negative moment is 1,600 lb-ft determine the maximum tensile and compressive stresses in the beam. 2 - A composite beam is constructed of a wood beam 6 in. wide and 8 in. deep reinforced on the bottom by a 0.5 in. steel plate (Figure P-2). The modulus of elasticity for wood is Ew=1,200 ksi and for the steel is E, = 30,000 ksi. Find the allowable moment Mallow for the beam if the allowable stress in the wood is ow= 1600 psi, and in the steel is o, = 15,000 psi. = in. P = 1000 lb L, = 4 ft q = 128 Ib/ft in. 3 in. O = - M y/I where y is distance from 2 = 8 ft 4=5 ft b= 2 in the neutral axis. Figure P-1 y 8 in. -6 in.- 0.5 in. Figure P-2
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