Which of the following gives the bending moment at point A on the beam shown? (kN m) ´* 90 kN 80 KN - m 4 B Imba 75 kN -4 m- O zero 895 O 1000 375 50 kN/m ✓ ✓ ✓ ✓ ✓ 6 m- A Land m 75 kN
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- The rigid beam is supported by a pin support at A and steel wires BD and CE (E-200GPA). The steel wires are 1cm in diameter. If the load P is 5kN and the weight of the beam is neglected, solve the tension at wire CE. D. E 4 m +2m- 3 m 2 m O 3.18KN O 3.02kN O 2.87k O 2.73KN O o C600 N 600 N 200 N [02 m 200 N - 3m - 300 N 300 N Determine the resultant couple moment acting on the beam. O 340 Nm CW O 120 Nm CCW O 340 Nm CCW O 280 Nm CW4-1. The A992 steel rod is subjected to the loading shown. If the cross-sectional area of the rod is 80 mm², determine the displacement of B and A. Neglect the size of the couplings at B and C. 6kN 45° 5 kN B A 45° 6kN 5 kN 10kN 0.75m 1.50m 1m
- R8-5. The wires each have a diameter of 12 mm, length of 0.6 m, and are made from 304 stainless steel. Determine the magnitude of force P so that the rigid beam tilts 0.015". De 0.6 m -0.6 m- 0.3 m-Подборки Безопасный Инструменты t of constant stiffness, round section, left edge of which is r f Jaded with concentrated moment M in sections B (M= 20 kN.. To Cutermine tr minimum torque value Mx in the section D. n secto D. 1)0 kN-m 2)1 N-m 3)20KN-m 4)30 kN-m 738x 433 CChegg 典Determine the internal moment in kip-ft at the distance 14 ft. from point A (it is the point between span BC). 5 kips D 30 kips – E 15 kips 6' 4' A B RAX 8' 12' RAY Rc (A) -140 B) -112 c) -142 D -123 (E -180 F -96 G) -84 H) -132
- Questions kasainta05h_chp16.17m What is the fixed end moment FEMAB for the beam with a settlement of 25 mm at support C? 20 kN/m 60 kN 5. E D -8 m+am+4m 7. -8 m El - constant E= 70 GPa /= 800 (10) mm 10. O 713 kN-m O0.1913 N-m O 230.0 N-m O a 106 7AN-m400mm 600mm TALN 6kN a) Calculate the force, FAB at point AB 30The frame shown in Figure is supported by a hinge at E and a roller at D. Compute the horizontal and vertical components of the hinge force at C as it acts upon BD. 45° -2m- 24 KN C -4m- -1m- 45° B E
- Determine the bending moment at 2 5m from the right hand support B and axial and shear force at point Dand E. 1o kw/hm 8KN --- 20m 5KN 15m X- 30m 30m Iom 10mDetermine (approximate) the internal moments at A and C caused by the vertical loading. 3kN/m K 6kN/m 6kN/m H. J E A В -7m -8mF4-5. Determine the moment of the force about point O. 500 N 20° 200 mm 3 m |30°