Determine the tensile capacity of a lap joint shown in figure connecting two 160 x 16 mm plates and its efficiency when (a) bolt threads are outside the shear plane and (b) bolt threads are inside the shear plane. The bolts used in connection are of 24 mm diameter and grade 4.6. The plates are made of steel of grade Fe 410. e₂ Ⓒ -Lap length 45 70 45 Dimensions in mm 45-6060-45 190 4 Lap joint connecting two plates

Determine the tensile capacity of a lap joint shown in figure connecting two 160 x 16 mm plates and its efficiency when (a) bolt threads are outside the shear plane and (b) bolt threads are inside the shear plane. The bolts used in connection are of 24 mm diameter and grade 4.6. The plates are made of steel of grade Fe 410. e₂ Ⓒ -Lap length 45 70 45 Dimensions in mm 45-6060-45 190 4 Lap joint connecting two plates

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Topic:Bolted Steel Connection - Civil Engineering *Use latest NSCP/NSCP 2015 formula to solve this problem What is the value of S if the joint is 80% efficient? Tension of Plates = 76 MPa Hole diameter (effective) = 23 mm
Situation 4: The lap splice shown will develop a full strength as shown in the figure. Using E70 electrodes. The width of the plate is 50 mm and the thickness is 12 mm. Use Fy = 248 MPa T+ T4 O 29 mm O 30 mm 1. Which of the following nearly gives the diameter of the slot weld using the LRFD method. O 27 mm E70 O 28 mm T T
determine: (a) the elastic section modulus and the yield moment. (b) the plastic section modulus and the plastic moment Mp. Bending is about the x-axis, and the steel is A572 Grade 50. Fy = 345 MPa Subject: Civil Engineering Steel Design
What is the approximate value of the tensile strength governed by yielding of the cross- section of a roof truss diagonal 100 x 75 x 6 mm (fy = 250 MPa) connected to the gusset plate by 4 mm welds as shown in figure? (Take partial safety factor as 1.10) 1 H 100 4 mm weld, 140 mm long 75 A₂ = 1010 mm² Weld 310 mm long
please answer completely. need asap
15 kip Specific Weight y Elasticity E Rigidity G (Ib/in") Modulus of Modulus of Yield Strength (ksi) Materials (10) ksi (10) ksi Tens. Comp. Shear A - Structural A36 - Stainless 304 - Tool L2 0.284 29.0 11.0 36 36 Steel 0.284 28.0 11.0 30 30 Alloys 0.295 29.0 11.0 102 102 2 ft 4 kip 4 kip The A-36 steel bar shown in the figure is made from two segment shaving cros OSS- B sectional areas of AAB-lin^2 and ABD=2in^2. Determine the vertical displacement of end A and the displacement of B relative to C. 1.5 ft 8 kip 8 kip| C 1 ft D
What will be the tensile strength due to rupture of critical section of an angle section ISA 150 × 115 x 8, which is connected to gusset plate as shown in figure?. Use Fe410 grade steel. 150 mm 115 mm 8 mm 8 mm 60 mm 150 mm
Please solve the following problem is ksi
Problem 3 (20 minutes) The bars' assembly has the dimensions, diameters and materials indicated (EST 29,000 ksi; EBR = 15,000 ksi). The assembly is fixed at one end and has D in, E = 1. 10 in and F20 kip. Determine the normal force N in the bronze and the steel = d=2in = 30 d= 1 in F(kip) BRONZE ← STEEL A B ↑ c D(in) Elin 2. Draw the normal force diagram along the assembly 3. Determine the elongations ALAB (of portion AB), ALBC (of portion BC) and ALAC
An A36 tension member shown in the figure is connected with three 19 mm diamter bolts. Diameter of hole = 22mm. Properties of 150 mm x 100 mm x 12.5 mm angle A = 3065 mm2 y = 50.55 mm Fy = 248 MPa Fu = 400 MPa Determine the desire strength due to fracture in the net section. Use U = 0.85 kN
Calculate the shear yield stress (ksi) of A588 steel.
PLEASE ANSWER ASAP