Section C15 x 40 section shown carries a total service tension load of 700 kN with a dead-to-live-to-load ratio of 2:3. If the tension member has a length of 3 meters and A36 steel, determine the following: a. The effective net area b. The LRFD design strength c. The ASD design strength d. Is the section adequate? bolt diameter = 20mm S = 50mm g1-g2 length ratio = 8:10
Section C15 x 40 section shown carries a total service tension load of 700 kN with a dead-to-live-to-load ratio of 2:3. If the tension member has a length of 3 meters and A36 steel, determine the following: a. The effective net area b. The LRFD design strength c. The ASD design strength d. Is the section adequate? bolt diameter = 20mm S = 50mm g1-g2 length ratio = 8:10
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Section C15 x 40 section shown carries a total service tension load of 700 kN with a dead-to-live-to-load ratio of 2:3. If the tension member has a length of 3 meters and A36 steel, determine the following:
a. The effective net area
b. The LRFD design strength
c. The ASD design strength
d. Is the section adequate?
bolt diameter = 20mm
S = 50mm
g1-g2 length ratio = 8:10
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