the design tensile strength Phi Pn of a tension member is controlled by rupture failure. Which of the following actions will NOT increase its capacity?
the design tensile strength Phi Pn of a tension member is controlled by rupture failure. Which of the following actions will NOT increase its capacity?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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If the design tensile strength Phi Pn of a tension member is controlled by rupture failure. Which of the following actions will NOT increase its capacity?
using welds instead of bolts
using larger cross section of the member
increasing strength of steel
using thicker gusset plate
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