305010010050508. Calculate the area subjected fortensile on the pattern above due toblock shear:а. 2355 тm?С. 1,685 тт?b. 1177.5 mm?d. 1,962.5 mm?9. Tensile capacity of the lapped jointbased on block shear strengthconsidering the pattern above:b. 771 kNd. 942 kNa. 1,492.98 kNC. 1,680.975 kN SITUATION IA bolted tension member is shownbelow. Diameter of bolts are 19 mmand the plate material is A36 steel Fy =250 MPa, Fu = 400 MPa. Diameter ofhole is 2.5 mm bigger than the diameterof bolt and thickness of plate is 10 mm.10010010010050

Answered: Image /qna-images/answer/ec186164-31ba-44e6-8152-ed5a8b22ab7a.jpg

30 it 50 100 100 50 50 8. Calculate the area subjected for tensile on the pattern above due to block shear: a, 2355 mm? C. 1,685 mm? b. 1177.5 mm? d. 1,962.5 mm? 9. Tensile capacity of the lapped joint based on block shear strength considering the pattern above: a. 1,492.98 kN b. 771 kN C. 1,680.975 kN d. 942 kN

30 it 50 100 100 50 50 8. Calculate the area subjected for tensile on the pattern above due to block shear: a, 2355 mm? C. 1,685 mm? b. 1177.5 mm? d. 1,962.5 mm? 9. Tensile capacity of the lapped joint based on block shear strength considering the pattern above: a. 1,492.98 kN b. 771 kN C. 1,680.975 kN d. 942 kN

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

Member BC (Checking computations.) +1 ΣFr =0 24 1.6(15) = 0 %3D SEMB = 0 180 1.6(15)(7.5) = 0 %3D %3D PROBLEMS 1-2 Determine the axial forces, shears, and bending moments at points A and B of the structure shown. 1. 65KN 85KN 55KN 60° A B 9 m 5m- 9m- 3m 5m- 3 m
16 KN/m 10 ΚNim |B 4m 1.35m 3.15m 1.5m 210mm 180mm 12mm 9mm 180mm 210mm 238 mm 90mm
Link BD is a 1-in. bar. wide and ½ in. of thickness. Knowing that each pin has a diameter of ⅜ in., calculate the maximum value of the average normal stress in link BD ifa) ∅= 0,b) ∅= 90°
A force P of magnitude 1,100 N is applied to the pedal shown satisfies a shearing stress in the pin is 42 MPa. a. Determine the reaction (in N) at the hinge at C. b. Determine the diameter of the pin at C in mm. c. Determine the corresponding bearing stress in the pedal at C in MPa. d. Determine the corresponding bearing stress in each support bracket at C in MPa. 9 mm H 11€ |||| 5 mm A 75 mm 125 mm B C 300 mm PI D
The constant wal thicknes of atue wit he elipial cross section shown is 0.12 in. What torque will cause a 3in. shear stress of 600 pr? -6in-
Within few minutes
answer problem 1 only.
In the following structure, bolt B has a diameter of 1.75” and bolt A has a diameter of 2.50”. Bar BC is circular and has a diameter of 1.50”. Determine:a. The shear stress at point A. Answ. 1.88 ksib. The shear stress at point B. Answ. 0.941 ksic. The axial stress in bar BC. Answ. 5.227 ksi
Two C 310 x 37 channels are riveted together by pairs of 16 mm rivets spaced 180 mm apart along the length of the beam. What ma ximum vertical shear V can be applied to the section without exceeding the allowable stress: T = 115 MPa, in bearing use j P of 240 MPa for rivets in single shear and o 310 MPa for rivets in double shear. H
I need the answer to the question in engineering resistance
9 MPa 7 MPa 5 MP 1. Draw the appropriate Mohr's circle. 2. Get from the circle oi and o2, Umax and its corresponding normal stress (Oevg). Show these points on the circle. 3. Show on the circle the angles 20p and 20s that correspond to the orientation of principal planes and the planes of maximum shearing. 4. Solve point (1c) above graphically using the circle ik. show that your graphical solution is giving the same results as obtained by the analytical equations in point (1c) above.
. Problem 4: The lap joint is connected by 3 20mm - diameter rivets. Assuming that theload P = 50 KN is equally distributed among the 3 rivets, find-The shear stress in each rivet. - The bearing stress between rivet and plate. - The tensile stress in each plate.