Homework Answers
From columb load tables allowable strength of a w10x94 with Fy = 50 ksi and KyL=1.0 x 17 = 17 is
Pn/omega c = 270 kips
From design charts in part 2 of manual for Lb=17ft and Cb=1
Mn/omega b=134 ft kips
from the AISC Equation H1-1a
the answer from ASD method is 0.922
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Solve the steel question - within 10 minutes
A pin connected W10 x 94 beam-column with...
Solve the steel question - within 10 minutes A pin connected W10 x 94 beam-column with...
Solve the steel question - within 10 minutes
A pin connected W10 x 94 beam-column with unbraced length of 17 ft member is subjected to total axial load P = 134 kip and maximum bending moment Mrx = 72.25 ft- kip. The value of AISC equ. (H1-1a) using ASD method is Select one: O a. 0.876 O b. 0.922 O c. 0.891 O d. 0.996
Solve the steel question - within 10 minutes Using Table (3-2) of the AISC Specification it...
Solve the steel question - within 10 minutes
Using Table (3-2) of the AISC Specification it is proper to use section ...........for Øb Mrx = 204 kip-ft. Select one: O a. W14 x 53 O b. W16 x 67 c. W18 x 64 O d. W16 x 45
Solve the steel question - within 10 minutes A hanger subjected to an off center tensile...
Solve the steel question - within 10 minutes
A hanger subjected to an off center tensile load is considered as Select one: O a. tension member. b. beam element. c. all answers are false. O d. column element.
How do I solve this? Problem 2(50 points) The roof of the Edwin A. Stevens building...
How
do I solve this?
Problem 2(50 points) The roof of the Edwin A. Stevens building is to be redesigned to accommodate a billboard for Stevens Institute of Technology. The new billboard will weigh 40 kips and be supported equally by two columns located 9 ft from the rear of the building. The beams supporting the new roof will be simply supported as shown. (Note there is a 5 ft overhang at the front of the building). For the grade...
Solve the steel question - within 10 minutes
A pin connected W10 x 94 beam-column with unbraced length of 17 ft member is subjected to total axial load P = 134 kip and maximum bending moment Mrx = 72.25 ft- kip. The value of AISC equ. (H1-1a) using ASD method is Select one: O a. 0.876 O b. 0.922 O c. 0.891 O d. 0.996
Solve the steel question - within 10 minutes
Using Table (3-2) of the AISC Specification it is proper to use section ...........for Øb Mrx = 204 kip-ft. Select one: O a. W14 x 53 O b. W16 x 67 c. W18 x 64 O d. W16 x 45
Solve the steel question - within 10 minutes
A hanger subjected to an off center tensile load is considered as Select one: O a. tension member. b. beam element. c. all answers are false. O d. column element.
How
do I solve this?
Problem 2(50 points) The roof of the Edwin A. Stevens building is to be redesigned to accommodate a billboard for Stevens Institute of Technology. The new billboard will weigh 40 kips and be supported equally by two columns located 9 ft from the rear of the building. The beams supporting the new roof will be simply supported as shown. (Note there is a 5 ft overhang at the front of the building). For the grade...
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