show work Find the bearing capacities for the 4, 7/8 in. A325-N (tear-out and full bearing).Plates...
4- Calculate the allowable tensile load for the butt joint shown. The fasteners are 7/8 in, in diameter A325 high- strength bolts (A325-N, threads in shear plane). The plates are of ASTM A36 steel. (25%) Plates-6"x Plate-8" X 4- Calculate the allowable tensile load for the butt joint shown. The fasteners are 7/8 in, in diameter A325 high- strength bolts (A325-N, threads in shear plane). The plates are of ASTM A36 steel. (25%) Plates-6"x Plate-8" X
5. Using AISC Steel Construction Manual, find the following design strengths of 1-inch Group A bolts on A36 gusset plates, type N, with STD holes, 3" bolt spacing and 2" edge distance: (5 points) a. Shear Strength of Bolts in Single Shear Connections b. Shear Strength of Bolts in Double Shear Connections c. Tensile Strength of Bolts d. Bearing Strength at Bolt Holes for Inner Bolts e. Bearing Strength at Bolt Holes for Edge Bolts 5. Using AISC Steel Construction...
ints) The connection below is a slip-critical connection. Calculate the design strength of the n assuming 7/8-in A325 bolts (threads excluded) with a factor for fillers, hf -1.0 Assume A36 steel tes, Class 8 faying surface and standard size holes. Check a. Gross section yielding of plates b. Tensile rupture of plates c. Slip-critical strength of bolts d. Bearing strength of bolts e. Shearing strength of the bolts f. Block Shear (Draw how the block 3 in 3 in o...
8. (30 points) The structural engineering firm of Sandman Consulting is willing to pay you S120.00 to determine whether or not the WTSx22.5 section made of A36 steel shown below has a block shear capacity that can resist a factored axial load of P 250 kips. They need your assistance. The fasteners are 3/4" diameter A325 bolts. In addition to performing the design check, please sketch and describe the potential block shear failure mode. Use LRFD. 11 31, 317 Bolt...
(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....
4) Find the most efficient (i.e., with the smallest weight per unit length) single angle tension member of A36 steel to resist the following service loads: dead load- 60 kips, live load 120 kips, and wind load = 50 kips. The member will be connected through one leg with 3/4-in diameter bolts in two lines and four or more bolts in each line (see figure below). Assume that the bolts are aligned and shear block failure is prevented. The member...
All information is given. The connection in the Figure below uses two rows of 7/8-in.-diameter bolts with three fasteners in each row. The load carried by the connection is (1.2D + 1.6L). The wood member is a 6% 16.5 DF 20F-V3 glulam with G=0.50. It is initially dry (at or near the EMC) and remains dry in service. SPLICE NOOD MEMBER {"STEEL SIDE'S + + + + + + + + + 6-1" BALTS EACH SIDE OF SPLICE Find: a....
7. Determine whether the following series converge or diverge. Show your work for full credit. State the test you use and show the reasoning that allows you to use that test. a) o ni+sin(n) a 2n=1 4+2n-1 Joo 52n+3 c) c) n=1 (2n)!
8. + -/1 points SCalcET8 6.4.024. RMy Notes A tank is full of water. Find the work required to pump the water out of the spout. (Use 9.8 m/s2 for g. Use 1000 kg/m3 as the density of water. Assume r = 9 m and h = 3 m.) Need Help? Read It Talk to a Tutor Show My Work (Optional)
Show All Work: 4. Use the shell method to find the volume of the solid generated by rotating y = x2 – 3 and y = 15 – x2 about the line x = 7. (Set up only). You must graph the functions and draw the appropriate rectangle for full credit.