question 1. A W21 x 68 of A992 steel beam spans 40 feet. The beam is uniformly loaded with 1.5KLF of live load, and is laterally supported at 10 foot intervals. Determine if the beam isadequate. Check for bending, shear and deflection. Total load deflection criteria isl/180. Question 2. For the final project, the bay size is 26' x 30'. Design the infill roof bar joists and roofdeck for the roof loading of 20 PSF DL and 45 PSF LL. Utilize three (3) K-Series SJIbar joists at four (4) equal spaces spanning 30’ and SDI 1.5B metal roof deck. Note anyassumptions.
question 1. A W21 x 68 of A992 steel beam spans 40 feet. The beam is uniformly loaded with 1.5KLF of live load, and is laterally supported at 10 foot intervals. Determine if the beam isadequate. Check for bending, shear and deflection. Total load deflection criteria isl/180. Question 2. For the final project, the bay size is 26' x 30'. Design the infill roof bar joists and roofdeck for the roof loading of 20 PSF DL and 45 PSF LL. Utilize three (3) K-Series SJIbar joists at four (4) equal spaces spanning 30’ and SDI 1.5B metal roof deck. Note anyassumptions.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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question 1. A W21 x 68 of A992 steel beam spans 40 feet. The beam is uniformly loaded with 1.5
KLF of live load, and is laterally supported at 10 foot intervals. Determine if the beam is
adequate. Check for bending, shear and deflection. Total load deflection criteria is
l/180.
KLF of live load, and is laterally supported at 10 foot intervals. Determine if the beam is
adequate. Check for bending, shear and deflection. Total load deflection criteria is
l/180.
Question 2. For the final project, the bay size is 26' x 30'. Design the infill roof bar joists and roof
deck for the roof loading of 20 PSF DL and 45 PSF LL. Utilize three (3) K-Series SJI
bar joists at four (4) equal spaces spanning 30’ and SDI 1.5B metal roof deck. Note any
assumptions.
deck for the roof loading of 20 PSF DL and 45 PSF LL. Utilize three (3) K-Series SJI
bar joists at four (4) equal spaces spanning 30’ and SDI 1.5B metal roof deck. Note any
assumptions.
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