6. Determine the tensile capacity of the -inch X 6-inch plate shown below. The joint is...
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
4. (a) Design a bolted joint to join the two members shown in the figure below. Specify the number of bolts, the pattern, the bolt grade, and the bolt size 8 x4 x 12 Box sect 4 in 6in 0.50 in typical 0.50 plate 12 000 lb P (b). Two steel plates are joined using 3/8-inch parallel-loaded fillet welds. The yield strength, Sy, and the length of the welds are known. The design factor is 3.5. Determine the maximum tensile...
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
The proposed splice joint between two 152 X 38 Grade 5 SAP timber members that transmit a tensile force of 13 kN is shown in Fig 2.2. Use the following design criteria to calculate: Ym1 1.1, Ym2=1.0 Ym3-1.0 ym4=1.0 ym5 1.04 2 No. M16 Bolts with 50 mm diameter washers (5 mm thick) 2.1 Check if the bolts chosen are suitable; (8) Calculate the minimum joint length (based on minimum bolt spacing requirements). (2) 2.2 L (SPLICE LENGTH) 13kN 13kN...
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...
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....
Q2) American Standard Channel shape, C10 x 20, is connected to a gusset plate with 3/4-inch-diameter bolts as shown below. The steel is A36. If the member is subjected to dead load and live load only, what is the service dead load capacity if the live-to-dead load ratio is 3? Assume that Ac = 0.85A. O 0 O 0 O 0 C10 X 20
stion No:3 (30 pts) Assume any missing data, use only LRDF method For the connection shown in Figure 3, both the plate and the angle are made of ASTM A992. The steel angel is L6x6x3/8 and the plate is 5/16" thick. The bolts are /STM Л325 and they are " diameter standard holes bcaring type connection. Determine the followings: (a) The capacity of the connection considering 11/4 in. 3 in. 3 in. 3 in. only the shear strength of the...
The joint shown in Figure 1 is made from steel Grade 350 (AS/NZS 3678). Four bolts are used. Diameters of all holes are 5 mm. Note that the middle hole on both Plates A is just a hole with no bolt. The shear design capacity (reduced nominal capacity) of the bolts in single shear is 10 kN. Dimensions given below are in mm. Determinre the maximum tension design force: a) * N2PlatesA that the double plate A can support. b)...