given cross-section, given the following conditions: • tensile stress should not exceed 100 ksi • compressive stress should not exceed 80 ksi • shear stress should not exceed 5 ksi largest deflection in the beam should not exceed 0.5 in aW (kip) bW (kip/ft) 2d 2k k = 4 ft a = 7

Structural Analysis
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Chapter2: Loads On Structures
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3.3 Show your complete solution.
Design the maximum allowable value of W (in kip) for the beam loaded as shown and with the
given cross-section, given the following conditions:
• tensile stress should not exceed 100 ksi
• compressive stress should not exceed 80 ksi
• shear stress should not exceed 5 ksi
largest deflection in the beam should not exceed 0.5 in
aW (kip)
bW (kip/ft)
B
2d
2k
k = 4 ft
a = 7
b = 3.75
c = 2.6 in
d = 4 in
Transcribed Image Text:Design the maximum allowable value of W (in kip) for the beam loaded as shown and with the given cross-section, given the following conditions: • tensile stress should not exceed 100 ksi • compressive stress should not exceed 80 ksi • shear stress should not exceed 5 ksi largest deflection in the beam should not exceed 0.5 in aW (kip) bW (kip/ft) B 2d 2k k = 4 ft a = 7 b = 3.75 c = 2.6 in d = 4 in
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