Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- Height h=584.6 mm Flange thickness t = 11.4 mm Flange width b = 213.2 mm T What is the shear resistance of a universal beam (UB) with the following dimensions [EC3 Section 6.2 Resistance of cross sections]: Cross sectional area A = 105 cm² Web thickness tw = 7.8 mm C y-.-.-.-.-.-y Root radius r = 12.7 mm Yield strength fy = 355 N/mm² Calculate the shear resistance and give your answer to the nearest whole kN. Do not include units in your answer.arrow_forwardConsider the given plate and loading shown in figure (a) and (b). X 10 in. 20 in- (a) B 10 in. A Pl 4 in. 20 in.- (b) 30°arrow_forward! Required information NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part. A Howe scissors roof truss is shown. P₂ P₁ A P2 B 8 ft P₂ D E 8 ft F G 8 ft 8 ft 15.7 kips. (Compression P₂ kips. (Click to select) kips. (Click to select) ✓ H I 8 ft P₂ K 8 ft P₁ L 6 ft Determine the force in members DF, DG, and EG when P₁ = 1.2 kips and P2 = 2.4 kips. The force in DF is The force in DG is The force in EG is 4.5 ftarrow_forward
- An unsymmetrical flexural built-up shape member consists of a 2 inch x 20 inch top flange and a 2 inch x 15 inch bottom flange and a ½ inch x 40 inch web. a. Determine the distance "y" from the top of the shape to the horizontal plastic neutral axis. b. If the steel is A572, Grade 50, what is the Plastic Moment, Mp, in ft-kips? Answer: ỹ = 2 x 20 Plate Mp Р.N.A. ½ x 40 Plate 2 x 15 Platearrow_forwardDraw a free-body-diagram showing the loads on girder G1 in the floor plan shown below. The floor supports 40 psf. Show process workarrow_forwarda) 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 4arrow_forward
- Situation 3: A W12x22 simply supported beam carries a uniformly distributed load. The properties of the section relevant to the problem are as follow: Use A50 steel and Cb - 1.14 d=312 mm bf - 102 mm tf 10.8 mm tw = 6.60 mm kdes 18.4 mm ry-21.5 mm Ix- 64.5 x 10^6 mm^4 ly- 1.94 x 10^6 mm^4 Sx416 x 10^3 mm^3 Zx 480 x 10^3 mm^3 J-122 x 10^3 mm^3 Cw-44.0 x 10^9 mm^6 1. Which of the following nearly gives the Design Strength Moment (LRFD) if the span of the beam is 2.5m? 89 KN-m O 114 KN-m O 123 KN-m O 101 KN-marrow_forwardIn steel design use nscp 2015 i need a complete solutions ty..arrow_forward2. Calculate the internal forces in the bar GF and GD in a roof truss as shownbelow. For each bar, indicate if the internal force is tensile or compressive. Usethe section method (snittmetoden). Point A has simple support and D has rollersupport.arrow_forward
- only HANDWRITTEN answer needed ( NOT TYPED)arrow_forwardGiven the truss shown, solve the following. Use A36 steel and assume there are two lines of three 19 mm bolts in each flange. Hole diameter is assumed to be three mm more than the bolt diameter. Neglect the weight of the section. a.What is the capacity of member CG? b. Design member CG using a W section. c. What is the tensile capacity of the section for CG based on gross area? The following W Section were considered for the design: W10x33 W14x38 W8x40 W16x36 W10x39 W8x13 189 KN 1.50 HL B 145 KN 1.50 E + 137 KN 121 KN -3.00 + 12.00 3.00 154 KN + W4x13 W6x9 W10x12 200 KN -1.50 1.50 1 030 T 1.20 +2.40 0.60 L i 0.30arrow_forwardThe service load bending moments on a beam are 128 kip-ft for dead load and 107 kip-ft for live load. The beam is 12 in. wide, f'c is 3000 psi and fy is 60 ksi. Determine Mu. Mt. p. R. the depth of the beam and the As of tensile reinforcing required. How many no. 8 bars or No. 10 bars would have the required As?arrow_forward
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