Two plates with thicknesses 10mm and 12mm are connected by two bolts each in three rows with lap joint as shown in figure. Find the Bolt Value. Given width of plates is 220mm. M18 bolts of grade 4.6 and fe415 plates are used. Assume bolts are full threaded. 60 mm

Two plates with thicknesses 10mm and 12mm are connected by two bolts each in three rows with lap joint as shown in figure. Find the Bolt Value. Given width of plates is 220mm. M18 bolts of grade 4.6 and fe415 plates are used. Assume bolts are full threaded. 60 mm

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

Two plates with thicknesses 10mm and 12mm are connected by two bolts each in three rows with lap joint as shown in figure. Find the Bolt Value. Given width of
plates is 220mm. M18 bolts of grade 4.6 and fe415 plates are used. Assume bolts are full threaded.
60 шш
35 mm
35 mm
30 mm
• 30 mm

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2. CENTRICALLY LOADED CONNECTIONS QUESTION # 2: The lap joint of a tension member is shown in the figure. The plate is 252 mm wide and 12 mm thick. The A325 bolts are 20 mm in diameter and the holes are 3 mm larger than the bolt diameter. Steel is A36. It is required to determine the ultimate capacity of the joint based on gross area, net area, and block shear. Use LRFD specifications and assume that live load to dead load ratio is equal to 3.0. A325 Bolts Properties: Fnt = 620 MPa Fnv=469 MPa A36 Properties: Fy = 248 MPa Fu = 400 MPa Figure 2 63 mm 63 mm 38 mm OO 00 ооо t=12mm HE 38 mm ↑ 63 mm 63 mm 63 mm 63 mm 252 mm
Please answer this po, thank you so much!
For the cross section shown, calculate the tensile capacity of the steel plate. Assume that the bolt hole is 1/16 inch larger than bolt diameter. Plate 1/2" x 11" .T 7/8" dia. bolt, typ. ASTM A325N
A double lap splice connection shown in figure B is made up of 6mm x 150mm and 9mm x 150mm. Use NSCP specifications and assume a double row of bolts with standardsize holes for a bearing type connection with threads excluded from the shear planes.Minimum tensile strength Fu = 552.93MPa. Assume diameter hole is 3mm bigger than thediameter of bolts. Allowable shear stress is Fv = 207MPa. Allowable bearing stress fb = 1.2Fu.Diameter of bolts is 19mm. Fy = 449.25MPa.(a) Compute the tensile capacity of the steel plates. (Max. Net Area = 0.85 of Gross Area)(b) Compute the number of 19mm diameter bolts to develop the full strength of the plates. Note: SHOW DRAWINGS AND SOLUTIONS.
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The block shear strength of the tension member as shown in figure is (round off to two decimal places). Assume grade of plate Fe410. 45 mm 35 mm 50 mm 100 mm ISA 80 x 50 x 8 mm (M20 bolt of grade 4.6 is used) KN
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The connection shown consists of two, grade A307, M16 bolts in standard holes. The bolts are snug-tight and threads are permitted in the shear planes. Deformation around the bolt holes is a design consideration and the bolt spacing is as indicated. The 6.35 mm thick plates material are made of A36 steel. Which of the following most nearly gives the nominal bearing (considering also the tearout) strength of the bolts? CHOICES:a) 192 kNb) 384 kNc) 268 kNd) 195 kN
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