mix 나 사 T X 10
Assignment Instruction:
The problems are to be done according to the AISC LRFD Method. Assume fastener strength is adequate and does not control. All holes are standard holes. Values of yield stress Fy and tensile strength Fu are available in Table 2.1.1. For problems where the total number of holes is not known, assume rupture strength of AISC-J4 does not control. Where needed, assume distances from center of hole to end of piece are 1 1/2 in. Assume all given loads are service loads
Problem:
Compute the net area An for the plate (a connecting element according to AISC-J5) shown in the accompanying figure below. Then compute the maximum value for service load T when A572 Grade 60 steel is used, the live load is four times the dead load, and the holes are 15/16-in.-diam holes.
Step by step
Solved in 2 steps with 2 images
