EBK APPLIED STATICS AND STRENGTH OF MAT
6th Edition
ISBN: 8220101337603
Author: Spiegel
Publisher: YUZU
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Chapter 19, Problem 19.20SP
Two ASTM A36 steel plates, each 12 in. by
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Chapter 19 Solutions
EBK APPLIED STATICS AND STRENGTH OF MAT
Ch. 19 - Prob. 19.1PCh. 19 - Rework Problem 19.1 assuming a bearing-type...Ch. 19 - Rework Problem 19.1 assuming a bearing-type...Ch. 19 - Compute the allowable tensile load for the...Ch. 19 - Rework Problem 19.4 assuming a bearing-type...Ch. 19 - Rework Problem 19.4 assuming that the bolts are 34...Ch. 19 - Select the number and arrangement of 34 in....Ch. 19 - Calculate the allowable tensile load for the...Ch. 19 - In the connection shown, 14 in. side and end...Ch. 19 - Design the fillet welds parallel to the applied...
Ch. 19 - A fillet weld between two steel plates...Ch. 19 - Design an end connection using longitudinal welds...Ch. 19 - Calculate the allowable tensile load for the butt...Ch. 19 - Calculate the allowable tensile load for the lap...Ch. 19 - Calculate the allowable tensile load for the butt...Ch. 19 - Rework Problem 19.10 assuming that both plates are...Ch. 19 - Rework Problem 19.12 assuming that the angle is an...Ch. 19 - Two ASTM A36 steel plates, each 12 in. by 12 in. ,...Ch. 19 - Rework Problem 19.20 changing the fasteners to 34...Ch. 19 - Calculate the minimum main plate thickness for the...Ch. 19 - A roof truss tension member is made up of 2L6412...Ch. 19 - Rework Problem 19.23 changing the fasteners to six...Ch. 19 - Determine the allowable tensile load that can be...Ch. 19 - The welded connection shown is subjected to an...Ch. 19 - In Problem 19.26, use a 38 in. fillet weld, change...
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- Use LRFD and design a 13-foot-long tension member and its connection for a service dead load of 8 kips and a service live load of 24 kips. No slip of the connection is permitted. The connection will be to a 3⁄8-inch-thick gusset plate, as shown in Figure . Use a single angle for the tension member. Use Group A bolts and A572 Grade 50 steel for both the tension member and the gusset plate.arrow_forwardA light standard for a highway is shown in figure 6.52. Although it is made entirely of welded aluminum, the member ABC is presumed to be continuous and pin connected at B and C. According to this conservative assumption, what is the tension force in the strut at B? Neglect the weight of the aluminum members.arrow_forwardFor the lap connection shown, the rivets are 19-mm diameter and the plates are 8 mm thick. The rivets used are A502, Grade 1 and the plates are ASTM A36 with Fu = 400 MPa. Determine the value of Pin all possible modes of failure and the safe value of P that the connection can resist. Fv = 120 MPa, Fp = 1.2 Fu. Add 1.6 mm for the hole diameter. Ans. 297.6 KNarrow_forward
- Design a single riveted lap joint to connect two mild steel plates, 14.5 mm thick, the joint being designed for maximum efficiency. The allowable stresses are σt = 55 N/mm2 , = 32.5 N/mm2 and σc = 63.5 N/mm2 . Also calculate the minimum force per pitch which will rupture the jointarrow_forwardThe hard copper containing solder (L-Cu) connection in Figure 4 is designed to be forced with a force of fully variable F 18000 N. What should be the distance I accordingly?arrow_forwardWhat will be the minimum diameter of a steel wire, which is used to raise a load of 4000N if the stress in the rod is not to exceed 95 MN/m²?arrow_forward
- What is the vertical displacement at joint F. Assume all members are pin connected at their end points. Take A=0.5 in^2 and E=29(10^3) ksi for each member. Use the method of unit load.arrow_forwardCalculate external support reactions, and the forces on the internal joints.arrow_forwarda) list two advantages and two disadvantages of welded joints b) Name the type of bonding forces applied in welded joints A plate 50mm wide by 11mm thick is joined with another plate 120mm wide by 11mm thick by parallel welds of 40mm long.if the permissible tensile and shear stresses are 110MPa and 80MPa respectively calculate; i) safe load F carried by the joint ii) Efficiency of the jointarrow_forward
- Repeat question but with the load at joint 1 acting horizontally?arrow_forwardA circular-cross-section bar with a diameter of 50mm and a length of 1.25 m is axially loaded. The baris made of medium-carbon steel. Both ends are pinned.Determine(a) Whether the Johnson or the Euler formula shouldbe used.(b) The critical load.arrow_forward(a) Assess the stability of the wedge formed from intersection of the two joint planes with the face of a wall slope dipping 56° at dip direction 329°, or briefly shown as (56°/329°). The dip and dip direction for the two joint sets are as follows. Joint Set 1: (41°/51°), Joint Set 2: (40°/326°). Joint planes are assumed to have no cohesive resistance (C = 0) and their friction angle (‹= phi) is assumed to be the same for both joint sets and equal to 26°.arrow_forward
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