7-17 The wood beam has an allowable shear stress of Tallow 7 MPa. Determine the maximum shear force V that can be applied to the cross section. 50 mm 50 mm 50 mm 50 mm 100 mm- 200 mm
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- Calculate the shear stress in MPa at section B A 100 mm F-10EN 10 mmAW 12 x 65 column section shown in the figure is pinned at each end and has an additional support in the weak direction at a point 4.1 m from the top. Use X- 4.8 m K 1 for both directions. X+Y Properties of W 12 x 65 A 12323 mm2 - 134.11 mm ry 76.71 mm Fy- 248 MPa Determine the allowable compressive strength (kN).Connections Example: Calculate the strength of the single lap joint. The plates are made of 1"x4" wooden blocks with a 2" overlap. The glue can carry 125 psi in shear. The wood can carry an axial stress of 1000 psi. How much force P can the joint carry? Sketch and FBD P b a P
- A square hollow steel strut if thickness 10mm is pin connected to two connector plates of thickness, 12mm. The connector plates are welded to the base plate of thickness, 12mm. The base plate is fastened to te concrete base by 4-16mm diameter anchor bolts. The diameter of the pin is 16mm. Which of the following most nearly gives the shearing stress in the anchor bolts? Choices 150.00 MPa 59.68 MPa 51.69 MPa 119.37 MPafe= 3000psi fé's 4 fy = 60 steel 4 %3D 18" 4 #8 NWC Mer= ? M 50 ft-K. Please Compute the bending stresses in the bec by Using transformed - area method.Strain in rods is zero prior to applying load Determine load P such that the axial stress in the steel pipe is 200 MPa P Imm GAP RIGIO PLATE .6m B RIGID SUPPORT 30 mm x 30 mm. AL BAR E = 73 GPA 100 mm E = 200 G PO A B A ØSTEEL PIPE w/ 5mm WALL
- 1. For the Pratt bridge truss and the loading shown below, determine the average normal stress in member BE, knowing that the cross-sectional area of that member is 60 in². NN K 12-12--12--12--| 50 lips 50 kips 50. ips Figure 1 G xfoneW/FBDAW18 x 40 standard steel shape is used to support the loads shown on the beam. Assume P = 27 kips, w = 2.8 kips/ft, LAB = 3.0 ft, Lec= 3.0 ft, and Lco = 16.4 ft. Determine the magnitude of the maximum bending stress in the beam. |C LCD LAB I LBC Answer: ksi Omax
- Where is/are the location(s) of the maximum transverese shear stress? A simple I-beam is loaded as shown. 20 mm P KN PKN PKN Į Į -C B с D L/4 m L/4 m Midspan at point C Roller at E at the NA Section B at the top fiber Pin A at point C Midspan at point D Roller E at point D L/4 m L/4 m OE 20 mm 20 mm- 250 mm 150 mm 150 mm AAW18 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 XSubject: strength of materials Hi, please provide clear solns Round off two decimal places thank you