4- Calculate the allowable tensile load for the butt joint shown. The fasteners are 7/8 in, in diameter A325 high-...
please help solve these problems Section 19.4 High-Strength Bolted Connections 19.1 Compute the allowable tensile load for the single-shear lap joint shown. The plates are ASTM A36 steel and the high-strength bolts are g-in.-diameter A325 bolts in stan- dard holes. Assume a bearing-type connection with threads excluded from the shear plane (A325-X) 19.2 Rework Problem 19.1 assuming a bearing-type connection with bolt threads in the shear plane (A325-N). Section 19.4 High-Strength Bolted Connections 19.1 Compute the allowable tensile load for...
P3. Compute the allowable tensile load for the single shear lap joint shown. The plates are ASTM A 36 steel and the high strength bolts are 7/8 in diameter A 325 bolts and standard holes. Assume a bearing type connective with threads excluded from the shear plane. Pates -17 0 20
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...
(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....
A triple riveted butt joint with equal double cover plates (zig-zag riveting) is used for the longitudinal joint of a Lancashire boiler of 2.5 m internal diameter. The working steam pressure is 1.12 N/mm2 and the efficiency of the joint is 85 per cent. Calculate the plate thickness for mild steel of 460 MPa ultimate tensile strength. Assume ratio of tensile to shear stresses as 7/6 and factor of safety 4. The resistance of the rivets in double shear is...
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....
6. Determine the tensile capacity of the -inch X 6-inch plate shown below. The joint is made with 5/8-inch diameter bolts, the plate is ASTM A529, grade 50. 4"x 6 plate
show work Find the bearing capacities for the 4, 7/8 in. A325-N (tear-out and full bearing).Plates are A36 steel. Also find the single shear capacity for the 4 bolts. Use ASD. 115" 3' 71594
Question 8. Section 2-3 Shear Stresses 6. In the bolted connection of Fig. 2-8, assume that the bolts are , in. in diameter and that the allowable shear stress for the bolts is 14,500 psi. Based on bolt shear only, compute the safe allowable load P that may be applied 7. Compute the force required to punch a 1 in. diameter hole through a ½ in, thick boiler plate. The ultimate shear strength for the material is 42,000 psi. 8....
3. A C 9x15 is to be used as a tension member. The channel is bolted to a 5/8 in gusset plate with 7/8 inch diameter, A307 bolts. The tension member is AS72 Grade 50 steel and the gusset plate is A36. Follow Figure 3. (a) Check all spacing and edge distance irements; (b) Compute the design strength based on shear and bearing; and (c) Compute the allowable strength based on shear and bearing. 23" 3" 3" С 9x 15...