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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- Please kindly give me a,b,c and d answers..help me. Urgent Thank youCalculate the shear stress in MPa at section B A 100 mm F-10EN 10 mm10 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.
- Given a 10"X16" reinforced concrete beam section as shown. The main reinforcing rebars consist of two #6 (each #6 bar has a section area of 0.44 square inches). Concrete fc'=3000 psi. Rebar yield strength fy=60 ksi. What is the section's theoretical nominal bending moment capacity in ft-k? loll O A. 65.8 ft-k. OB. 57.0 ft-k. OC. 34.1 ft-k. OD. 29.7 fft-k. X²N 16"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 MPaA traffic light signal pole is subjected to the weight of each traffic signal 45 lbs and the weight of the road lamp 55 lbs . The weight of lateral arms is included in the signal and lamp weights. The people is fixed and the base and is made of round structural steel section HSS 14.000 x 0.25. The details of the pole section may be obtained form the Manual of American society of steel Construction (AISC Steel Manual). Analyze the principle normal stresses and the maximum shear stresses on elements A and B located at the base in the pole as shown in the sketch below.
- A traffic light signal pole is subjected to the weight of each traffic signal 45 lbs and the weight of the road lamp 55 lbs . The weight of lateral arms is included in the signal and lamp weights. The people is fixed and the base and is made of round structural steel section HSS 14.000 x 0.25. The details of the pole section may be obtained form the Manual of American society of steel Construction (AISC Steel Manual). Analyze the principle normal stresses and the maximum shear stresses on elements A and B located at the base in the pole as shown in the sketch below1. 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 xfoneThe 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.