Fig. P5. metric rolled-steel channels are to be welded back to back and 5,40 the loading shown. Knowing that the allowable normal stress o support d is 200 MPa, determine the most economica...
Knowing that the allowable normal stress for the steel used is 162 MPa, determine the section modulus and select the most economical wide-flange beam to support the loading shown using the table given. 90 kN 90 kN 90 kN B C A 1.8 m 0.6 m 0.6 m 0.6 m Shape S(103 mm3) 1460 1060 1030 1050 W460 74 W410x 60 W360 x 64 W310 74 X X 103 mm3 The section modulus is The most economical wide-flange beam is...
2. For the beam and loading shown, design the cross section of the beam, knowing that the grade of timber used has an allowable normal stress of 12 MPa 2.5 KN 2.5 KN 100 mm 6 kN/m 0.6 m 0.6 m 3. Knowing that the allowable normal stress for the steel used is 160 MPa, select the most economical S shape beam to support the loading shown. SO KN 100 kN/m B 0.8m- 1.6 m
Knowing that the allowable normal stress for the steel used is 23.6 ksi, determine the section modulus and select the most economical S-shape beam to support the loading shown using the table given below. (Round the final answer to one decimal place.) 18 3 lipun С D Shape (in S12 x 31.8 36.2 SIO x 35 29.4 The section modulus is The most economical S-shape beam is (Click to select)
strength of material problem please please help that the allowable normal stress for the steel used is 3 ksi,select the most economical wide-flange beam to support the loading shown. / nowing that the allowable normal stress for the steel used is 30ksi, select the most economical wide-flange beam to support the loading shown. 162 kips 62 kips
1. Knowing that the allowable bending stress for the steel used is 24 ksi, select the most economical wide-flange beam to supoort the loading shown. (Hint: start by drawing the shear and moment diagrams). 2 kips/ft 12.5 kips 3 ft 3 ft
The beam shown will be constructed from a standard steel W-shape using an allowable bending stress of 150 MPa. Assume L=3.4 m, wA-44 kN/m and P-11 kN (a) Develop a list of four acceptable shapes that could be used for this beam. Include the most economical W310, W360, W410, and W460 shapes on the list of possibilities. (b) Select the most economical W shape for this beam. WA
Part 1 A cantilever flexural member is fabricated by bolting two identical cold-rolled steel channels back-to-back, as shown. The cantilever beam has a span of L = 1300 mm and supports a concentrated load of P = 500 N. The cross-sectional dimensions of the built-up shape are shown, where d = 40 mm, w = 65 mm, and t = 3 mm. The effect of the rounded corners can be neglected in determining the section properties for the built-up shape....
225 kN 3.6 m 225 kN 1.1 m 1.1 m Part 1 (a) Knowing that σ 83 MPa and τ a11-100 MPa, select the most economical metric wide-flange shape that should be used to support the loading shown. e A·W690 × 125 O B. w530 × 150 O C. W360 × 216 1), w46 0 x 158 ° E. w760 x 147 Part 2 out of 2 (b) Determine the values to be expected for σ m , τ m,...
: In the flooring system shown below, cold-formed 103 x 68 x 2.6 RHS (non-stress relieved, fy = 422 MPa and E = 200 GPa) are used as piers to support the loads from the bearers. Assume one of the piers has a height of 1.96 m and is pin-connected at the top and fixed at the bottom. The cross-sectional area of the pier can be calculated from the section dimensions by ignoring the rounded corners. Determine the following: The...