4) Find the most efficient (i.e., with the smallest weight per unit length) single angle tension...
Pleqse show details and formulas. Select a single-angle tension member of A36 steel to resist a dead load of 20 kips and a live load of 50 kips. The length of the member is 20 feet, and it will be connected to a %-inch thick gusset plate with one line of 3/4-inch- diameter bolts through the long legs. There will be four or more bolts in this Q1) line Select a single-angle tension member of A36 steel to resist a...
3. Design a tension member using a single angle of A36 steel with bolted connections (4 bolts minimum). Loads are: 20 Kips DL, 15 Kips LL. The design must satisfy both LRFD and ASD requirements. Make any reasonable assumption in the design process.
Problem 2: The double angle is subject to tension load, dead load T,=400 kips, live load T=200 kips, and wind load T =500 kips. The double angle is connected to a 3/8" gusset plate with four A325-X bolt with diameter of /4" in standard bolt holes as shown in the figure below. Determine whether the double angle with such a connection can resist the given load or not. The double angle is 2L4x4x1/4. One angle's gross cross-sectional area A =1.94...