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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- AW 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).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 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
- AW18 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 OmaxWhere 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 ASubject: strength of materials Hi, please provide clear solns Round off two decimal places thank you
- Bearing P plate Let the allowable stresses in the post be ost=120MPaand oco=6MPA. Compute the maximum safe axial load P that may be applied. The moduli of elasticity are 200 GPafor steel and 14 GPafor a concrete. Each steel bar has cross-sectional area of 900mm2. Steel - Concrete - 300 mm 300 mma) 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 4Please answer the questions on the picture and draw free-body diagram make sure you show all of your work, Thank you for your help!
- Flexure stress *please answer in complete solution and Draw the FBd properly and neatly *A stud wall panel has an overall height of 4m including top and bottom rails and vertical studs at 400 centres with nogging at mid- height. Assuming that the studs, rail framing and nogging pieces comprise 47 x 125mm section of C24 strength class, calculate the maximum uniformly distributed medium term load the panel is able to support. Use service class condition 2. λιγ = ixx = Scadm.ll (N/mm2) = Choose... • Choose... Choose.... The uniformly distributed load capacity kN/m Choose.... Axxx = K12= Emin/8cl= Choose... • Choose... Choose.... iyy= Choose....(2) 4 0 5 211 5 4 #9 4 "1 16 #3" ft-k fé = 3 ksi, M = 90 NWC. The section is cracked. Computer the bending stresses in the beam by using transformed-area metho