Determine the force in the most stressed bolt of the group shown in figure (2) using the elastic analysismethod.in4 inP-40 k4 in6 in°°°°оcg of boltsFigure (2)

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Answered: Determine the force in the most…

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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Q2. Design a rivet that is utilized in a double riveted butt joint which connects two 12 mm thick plates. The efficiency of riveting joint is 80% and the pitch is 80 mm. If the allowable stresses for the plate material are (tensile stress o 100 MPa, shear stress - 75 MPa, bearing stress oc= 180 MPa) and for the rivet material are (tensile stress o-120 MPa, shear stress T-90 MPa, bearing stress 6 = 200 MPa), use F.S. = 1.
An A36 steel plate with width of 400 mm and thickness of 12 mm is to beconnected to a plate of the same width and thickness by 34 mm diametersbolts, as shown in the figure (next slide). The holes are 2 mm larger thanthe bolt diameter. The yield strength of the steel plate is Fy = 248 MPa.Assume allowable tensile stress on net area is 0.60Fy. It is required todetermine the value of b such that the net width along bolts 1-2-3-4 isequal to the net width along bolts 1-2-4.a. Calculate the value of b in mm.b. Calculate the value of the net area for tension in plates in mm².c. Calculate the value of P so that the allowable tensile stress on net areawill not be exceeded.(Use at least 2 decimal points on your answers.)
Given the compound bar below, determine the maximum allowable value of P if the change in length of the bar is limited to 5.67mm. The bar properties and allowable stresses are given in the table below. (answer in N)
please answer all the questions with complete solutions and draw a proper free body diagram. Thank you
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Q1: A circular steel rod ABCD is loaded as shown below. Use the following data to Find the maximum stress and the deformation (AL) of the rod. Take E = 200 L3=1350 GPa. L2=2150 A L1 E Dia. 1 L1=1350 Р3-25 P1 L2 Dia. 2 P2=40 P2 P1=105 Dia2=45 L3 P3 D D 35 mm o Dia1=60
Q19: In Figure below, what is the ratio of P to F h Waer Hinge Sec A-A
The assembly consists of two A992 steel bolts AB and EF and an 6061-T6 aluminum rod CD. When the temperature is 30°C, the gap between the rod and rigid member AE is 0.1 mm. Assume BF is also rigid. (Figure 1) Figure 400 mm A B 25 mm 50 mm D 0.1 mm 300 mm E 1 of 1 25 mm Part A Determine the normal stress developed in the bolts if the temperature rises to 180°C. Express your answer to three significant figures and include the appropriate units. Enter negative value in the case of compression and positive value in the case of tension. of = Submit Part B σ₁ = Submit O HA Value Request Answer Provide Feedback ■μÅ Value Determine the normal stress developed in the rod if the temperature rises to 180°C. Express your answer to three significant figures and include the appropriate units. Enter negative value in the case of compression and positive value in the case of tension. Units Request Answer wwwww Units ? wwwww Review ? Next >
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

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Determine the force in the most stressed bolt of the group shown in figure (2) using the elastic analysis method. in 4 in P-40 k 4 in 6 in ° ° ° ° о cg of bolts Figure (2)