If the shear stress at point A is 60 kPa, compute the short-term and long-term factors of safety at this point
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- An axial load P of magnitude 560 kN is applied at a point on the x axis at a distance e = 6 mm from the geometric axis of the W200 X 46.1 rolled-steel column BC. Using E = 200 GPa, deter- mine (a) the horizontal deflection of end C, (b) the maximum stress in the column. 22 W200 X 46.1 B C P 2.3 m XQ5/ Determine the maximum shear stress in the T-beam at section C. Show the result on a volume element at this point. 10 kN/m A tismfism |C +-1.5 m--1.5 m-| - 3 m 5 m- 150 mm 150 mm 30 mm - 30 mm9 -Loading status in figure q= 4 kN ⁄ m, P = 48 kN in the bar dimensions L= 2 m and e= 0.5 m. The cross-sectional effects at point E will be calculated. A is fixed, B is sliding joint bearing. Accordingly, the shear force at point E T=? a) 14B) 2C) 6D) 0E) 4
- BRAIN EXERCISE PROBLEM 1 Determine the maximum shear stress and the maximum flexural stress of the beam. The cross-section of the beam is 150 mm x 350 mm. A B 10 KN 15 KN/m C 1.50 1.00 1.50 10 KN/m D D.Lopez 2.00 in meters Figure A: Overhanging Beam EFor the section shown, if d = 200 mm, horizontal shear force = 100 kN to the right and torque = 15 kN.m clockwise, then the total shear stress at point B is …..... A B E 13.79 MPa downward O 13.79 MPa to the right O zero 9.55 MPa downward 9.55 MPa to the right OSHEAR STRESS 2 If the T-beam is subjected to a vertical shear of V = 60 kN, determine the maximum shear stress in the beam. Also, compute the shear-stress jump at the flange-web junction AB. Sketch the variation of the shear-stress intensity over the entire cross section. VQ TBI = It (60 kN)Q 100 mm 100 mm 75 mm 100 mm I(300) B' VQ TR = It VQ B 150 mm I(100) V = 60 kN
- Refer to Figure P6.4. A strip load of q = 900 lb/ft2 is applied over a width B = 36 ft. Determine the increase in vertical stress at point A located z = 15 ft below the surface. Given: x = 27 ft. Figure P6.4BRAIN EXERCISE PROBLEM 1 Determine the maximum shear stress, maximum flexural tensile stress and maximum flexural compressive stress of the beam. The dimensions of the cross-section of the beam are a = 300 mm, b = 150 mm and c = 50 mm. A 30 KN/m D. Lopez www. 10 KN 2.00 B C 20 KN/m D wwwww. 1.00 1.00 2.00 in meters E Figure A: Overhanging Beam C a• A two-span continuous one-way slab with span length of 4.3 meters is integral with its beam supports which are 300 mm wide with spacing 2m on center. The slab carries a factored load of 27000 Pa. f'c = 21Mpa and fy = 275 Mpa. a. Determine the minimum depth of slab (mm). b. Compute the positive and negative factored bending moments (KN-m). c. Calculate the spacing of 10mm main bars (mm). d. Find the spacing of 10mm temperature bars (mm).
- ! Required information For the beam and loading shown, consider section n-n. Given: P= 155 kN. a 72 mm 450 mm 72 mm 72 mm t=6 mm 600 mm 192 mm Determine the largest shearing stress in that section. MPа. The largest shearing stress isThe T section is shown in Figure below is the cross-section of a beam. The beam is subjected to a uniform distributed load = 4 kN/m. The N.A is located at 34.7 mm from the bottom and that IxA =10.64x106 mm. Determine (a) the maximum shearing suess (b) the shearing stress at 15 mm from the bottom face. Q2 %3D 20mm 4 kN/m 120mm A 34.7 mm 20mm lm 3m 1m 220mm TTQ3 - Two vertical forces are applied to a beam of the cross section shown. Determine the maximum tensile stress σTmax and compressive stress ocmax in portion BC of the beam. 3 in. 3 in. 3 in. ||||| 州 15 kips 40 in. 15 kips 60 in.. C 40 in.