Determine the design capacity, P that the W10x33 hanger shown below will support. Consider only the...
Question 1: Three tension members are shown below. Assume the strength of the member controls and not the connecting element. Each member is made from A36 steel. All bolts are spaced at 3.0 inches unless the sketch indicates otherwise. The distance from the centerline of the last bolt to the end of the tension member is 2.0 inches unless the sketch indicates otherwise. The required sketches described below are 20% of the points Include the following: For the area calculations...
3) Determine the tensile design strength. The member is a PL 5/8 x 10 and the steel is A36. All bolts are 7/8 inch in diameter. (Hint: determine the YLS and FLS and compare with Pu) оо ооо оо
(20pts) An MC 9 x 25.4 is.connected with 7/8-inch-diameter A325 bolts as shown below. A36 steel is used. The service loads are 35 kips dead load and 15 kips live load. Determine the adequacy of tensile capacity of the proposed MC shape using the LRFD method. You will need to determine an appropriate shear lag factor. Your solution has. to be complete for all the aspects regarding tension strength analysis and clearly indicate any assumptions you may make in solution....