Please calculate the following for the following problems. Please show all the work with step-by-step solutions. 4. A 6" x 14" beam supports the loads shown below. Determine the maximum shear stress.1,000 lbs1,000 lbs3'w=400 lbs/ft3'B16'

Answered: 4. A 6" x 14" beam supports the loads…

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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10 mm | | | | 10 mm 50 mm ارت - 50 mm 10 mm 20 kN B 150 mm 910 mm 10 kN D ------- 150 mm Two vertical forces are applied to a am of the cross section sh vn. Determine the maximum tensile and compressive stresses in portion BC of the beam.Show your complete solution and box your answer.
AW18 x 40 standard steel shape is used to support the loads shown on the beam. Assume P = 29 kips, w = 2.4 kips/ft, LAB = 5.6 ft, LBc = 5.6 ft, and LCD = 15.6 ft. Determine the magnitude of the maximum bending stress in the beam. P A B D LAB LBC LCD
a) The short steel post as shown in Figure 4 is a 152 x 152 UC37 with three compressive loads applied to the top. There is a central load of 200KN and eccentric loads of 'W kN and 100kN. The maximum allowable stress on the face AB is 185 N/mm?. (Area=D47.1cm2,Zxx=273cm) What is the value of the load 'W in kN? WkN A. 152 x 152 UC37 100mm -200KN 50mm 100KN Not to scale Figure 4
Given the truss and loading shown below, determine the stress at member DF if Pµ = 18.375 Kips and its area is 16 in². Assume that the truss are simply supported at joint M and E. Express your answer in ksi. Use three decimal places. RM Pu Pu 0 Pu Pu 8 @ 10' = 80' Pu B Pu CF Pu et LK J I H G F 8@10' 80' RE
Calculate the maximum tensile and compressive stresses in the section of BC of the beam. BLO Nara 0.5 in LOO KN 1.5 m ( 1.00 KN C 0.5 m D 200 inn 100 mm 25 mm 150 mm t T 25 mm
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AW18 x 40 standard steel shape is used to support the loads shown on the beam. Assume P = 29 kips, w = 3.0 kips/ft, LAB = 4.2 ft, LBC = 4.2 ft, and LcD = 15.2 ft. Determine the magnitude of the maximum bending stress in the beam. A LAB B LBC C W LCD x
E6
AW18 x 40 standard steel shape is used to support the loads shown on the beam. Assume P = 28 kips, w = 5.6 kips/ft, LAB = 5.6 ft, LBc = 5.6 ft, and LcD = 16.6 ft. Determine the magnitude of the maximum bending stress in the beam. Omax ksi P B |C LAB LBC W LCD D X
The beam shown below has a cross section of channel shape with width b-400 mm and height h=80 mm, the web thickness is t-12 mm. Determine the maximum tensile and compressive stresses in the beam due to uniform load. And draw. 3.2 KNi m 400 mm 2 KN.M BO 80 mm 12 mm 3m 1.5m
10
4. The figures shows a symmetrical built-up girder made up of a 500 mm x 10 mm web plate, 300 mm x 10 mm top and bottom plate and four L 127 x 76 x 12.7. The rivets are 20 mm in diameter have a working stress of 100 MPa and 250 MPa for shear and bearing, respectively. Knowing that the maximum shearing force carried by the girder is 350 kN and the moment of inertia of the section is 1053.65 x 10 mm, determine the largest allowable spacing of rivets that join (a) the angle bars and the top plate; (b) the angle bars and the web. 300 mm 10 mm: Top plate 300 mm x 10 mm L127 x 76 x 12.7 Properties Area = 2420 mm² Longer leg = 127 mm Shorter leg = 76 mm Ix= 3.93 x 10 mm ly= 1.06 x 10 mm² x = 18.9 mm y = 44.2 mm 510 mm 10 mm Web plate 500 mm x 10 mm -10 mm -300 mm Bottom plate 300 mm x 10 mm

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4. A 6" x 14" beam supports the loads shown below. Determine the maximum shear stress. 1,000 lbs 1,000 lbs 3' w=400 lbs/ft 3' B 16'