Situation 4: The lap splice shown will develop a full strength as shown in the figure. Using E70 electroc The width of the plate is 50 mm and the thickness is 12 mm. Use Fy = 248 MPa T+ T+ 29 mm 30 mm E70 27 mm T 1. Which of the following nearly gives the diameter of the slot weld using the LRFD method. T W

Situation 4: The lap splice shown will develop a full strength as shown in the figure. Using E70 electroc The width of the plate is 50 mm and the thickness is 12 mm. Use Fy = 248 MPa T+ T+ 29 mm 30 mm E70 27 mm T 1. Which of the following nearly gives the diameter of the slot weld using the LRFD method. T W

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

b. The gusset plate shown in Figure 10 is welded to a vertical member. The gusset plate carries a load of 250 kN acting at a distance of 250 mm from the closest edge of the weld. The weld around the gusset plate is completed in two 140 mm horizontal portions and one 320 mm vertical portion. If the maximum allowable shear stress of the weld is 200 N/mm², detemine the minimum thickness of the weld required. In calculations, the second and higher order terms of the weld thickness for second moment of area calculations may be neglected. 250 kN 140 mm 250mm 140 mm Figure 10 320 mm
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
rectanqular seetion with width bz250 and depth h= 500mm is to carcry a A m %3D design bending moment M= 260KN•M, The conerete is of greade e30 and the tensile steel is of HRB400. The tension reinforzce. ment A, is requined.
* 2. Calculation question: Two side fillet welding joint, N=660 kN (static loading, design value), using angle steel with 2L 110×10. The thickness of gusset plate is t1=12 mm, using the steel of Q235B and electrode of E43, SMA welding. Determine the leg size hf and actual lengths of two welds. 300 N 2L110×10 t=12 110
PLEASE ANSWER ASAP
Find the value of p
I need the answer as soon as possible
Topic:Welded Connection - Civil Engineering -Steel Design *Use latest NSCP/NSCP 2015 formula to solve this problem *Please use hand written to solve this problem A plate is attached to the frame of a machine by side fillet welds as shown in the figure. Determine the size of the welds to resist a vertical load of 150 kN. Assume that the allowable shearing stress at the throats of the weld is 145 MPa.
PLEASE ANSWER THIS QUESTION ASAP!!!
CLO 1: For concentric rows of bolts in a coupling connection, the shear deformations in the bolts is proportional to the: O modulus of rigidity O diameter of bolt circle O radial distances O number of bolts