Question 10 3 pts Calculate the deflection at B of the steel beam (E=200 GPa), if...
Calculate the deflection at B of the steel beam (E=200 GPa), if a=1.2 m and P=17 kN. Take I = 102 x 106 mm4 Write your answer in mm to 2 decimal places. P Mo = Pa A B
Calculate the maximum deflection of the steel beam (E=200 GPa), if a=0.6 m and P=14 kN. Take I = 102 x 100 mm4. Write your answer in mm to 2 decimal places. P 0 |Α C IB + a a a a
Calculate the deflection at B of the steel beam (E-200 GPa), il a 18 mand P-1611 Take 1. 102. 10% man write you moverlentoon Mo = Pc А B с
For the cantilever steel beam shown below, find the deflection at point B. Q5 Assume that: L 3 m, Mo 70 kN-m, E 200 GPa, I 129 x 106 mm4 and w= 15 kN/m. Mo Figure 5 [20 marks]
The simply supported beam consists of a w530 x 66 structural steel wide-flange shape [E-200 GPa; I -351 x 106 mm]. Determine (a) the beam deflection at point C. (b) the beam deflection at point E. Assume P = 35 kN, w = 80 kN/m, LAB = LBC = LCD = 4 m, LDE = 2 m LAB BC Answers: (a) vc=T-190.693 (b) VE178.156 The simply supported beam consists of a w530 x 66 structural steel wide-flange shape [E-200 GPa;...
The simply supported beam consists of a W410 × 60 structural steel wide-flange shape [E = 200 GPa; I = 216 × 106 mm4]. For the loading shown, determine the beam deflection at point C. Assume P = 72 kN, w = 60 kN/m, LAB = LBC = 1.4 m, LDE = LCD=1.4 m, MA = 167 kN-m. P10.048 Not Correct 216 x 106 mm41. For the loading shown, determine the beam deflection at point C The simply supported beam...
Calculate the maximum deflection of the steel shaft (E=200 GPa), if a=1.5 m and P=287 N. The shaft diameter is 25 mm. Write your answer in mm to 2 decimal places. a 2 NI A B P P
Calculate the maximum deflection of the steel shaft (E=200 GPa), if a=0.9 m and P=76 N. The shaft diameter is 25 mm. Write your answer in mm to 2 decimal places. 2 2 A B P P
Question 1 6 mm4 For the simply supported steel beam E = 200 GPa; 1-129 × 1 w 28 kN/r.. shown in the figure, use the double-integration method to determine the deflection at B. Assume L = 4.2 r P 5 kN, and 2 VB = mim
3) For the steel beam shown in figure, E = 200 GPa, 7 = 100 x 106 mm4, L = 5 m and w = 2 kN/m. Determine (a) the reaction force and reaction moment at A and (b) the deflection at C (30 pts) w/2 K L/2— L/2– Beam and Loading Elastic Curve Maximum Deflection Slope at End Equation of Elastic Curve y=- *- 4Lx' + 613x4) For x }: PL 48ET 48E7(42 - 313) For x<a For a...