Five plates with thickness t are bolted together by a bolt with diameter d. Which of the following gives the maximum bearing stress among all the plates? A.1.50 P/bt B.1.50 P/nd2 0.75P- C.0.75 P/bt 1.5P D.0.750 P/πd2 0.75P- For the deformed plate shown in figure X, the magnitude of the shear strain at point D is nearest to 2 mm 5 mm A.0.229 rad B.0.004 rad C.0.573 rad D.0.010 rad 500 mm 500 mm Plates A and B are to be connected using bolts and two cover plates C and D as shown. The force exerted on plate A is 30 kN and the diameter of the bolts used is 25 mm. The thickness of all the plates is 15 mm. Which of the following is the shear stress experienced by either bolt? A.30.6 MPa Fr B.61.1 MPa B C.45.8 MPa D.15.3 MPa B

Five plates with thickness t are bolted together by a bolt with diameter d. Which of the following gives the maximum bearing stress among all the plates? A.1.50 P/bt B.1.50 P/nd2 0.75P- C.0.75 P/bt 1.5P D.0.750 P/πd2 0.75P- For the deformed plate shown in figure X, the magnitude of the shear strain at point D is nearest to 2 mm 5 mm A.0.229 rad B.0.004 rad C.0.573 rad D.0.010 rad 500 mm 500 mm Plates A and B are to be connected using bolts and two cover plates C and D as shown. The force exerted on plate A is 30 kN and the diameter of the bolts used is 25 mm. The thickness of all the plates is 15 mm. Which of the following is the shear stress experienced by either bolt? A.30.6 MPa Fr B.61.1 MPa B C.45.8 MPa D.15.3 MPa B

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

The rigid bar ABCD supports point loads at A and D and is being supported by two bars at B and C. Determine the absolute value of the deformation at point C. (in mm) 120KN 4m Sm A B L= 6m 9o kN L-4m A= 0.04 m A = 0.0 6m² E=200 GAa E=80 GPa
Mechanics of deformable bodies.
A steel plate is used to connect a column and beam as shown in Fig. 3. The connection betweenthe beam and the plate is fillet welds. Given Q=150kN and Mx= -5kN-m (applied at centriod ofthe welds between the beam and the plate), determine maximum shear stress in the welds betweenthe beam and the plate.
For the beam shown in Figure (1), determine: a) The stresses in rods AB and BC. The cross-sectional area of rod AB is 155 mm2, and for BC is 200 mm?. b) The average shear stress in bolt at pin A. 1500 N S5 15 m 600 N/mt m- -3 m- Figure (1)
A steel latch is 6 mm thick. A force F of 3000 N is uniformly distributed as shown below. Do not consider the stress concentration! a) Determine the principal stresses at Scction B-B?. b) Determine the principal stresses at point A? 3 kN Y R30 L, A 125 09
Determine the normal stress and change in length of the aluminum rod if the temperature was raised by 125°C. The 0.5-mm gap exists at 20°C. q = 5 t = 0
d = 600 6Ø28 75 75 300 can you please show how to find the elastic stress and design ratio? fc' = 27 MPa; M1 = 60 KN-m; M2 = 200 KN-m
Determine the stress in each member of the truss shown. Get first the value of RAv then Find the value of member AE @ Joint A
Q4: For the figure below, determine the principal stresses and show them on a sketch of a properly oriented element. Also, find the maximum shear stresses and show them on a sketch of a properly oriented element. (Consider only the in-plane stresses.) -30MPA 90 MPa -34MPA
Load P is applied to joint D and the temperature increases by 50 °F. There are two steel (E = 29*10^6 psi; a = 6.5*10^-6/°F) AD and DC and a bronze (E = 16*10^6 psi; a = 9*10^-6/°F) BD with a length of 50 inches. Each bar is a 0.75 inch diameter. Find the deformation of every rod, the displacement at D, and the stress in each rod.
1/2 Problem 1: Two solid cylindrical rods AB and BC are welded together at B and loaded as shown in. If the stress must not exceed 14OMPA in either rod, determine the smallest allowable value of the diameter of rod AB and ВС. 300mm B 40 kN 250mm - d2 30 kN
PLEASE DRAW THE FBD. DO NOT COPY YOUR ANSWER FROM OTHER. I WANT TO SEE THE FBD OF INDIVIDUAL DEFORMATIONS ON HOW YOU WILL ARRIVE ON YOUR ANSWER. DRAW FBD ON EACH PLEASE. NOT ONLY ONE FBD