Q: A horizontal beam AB is simply supported.at A and B, 8m apart. th beam is subjectedto counter-clokwise couple of 4oo kn.m atdistance of 3m from the left end as shownin figure blow. the value of I for the right half(A-B) is (1X10 mm") and for th lef half (B3-c)Portion 21 is (2×108 mm²) andE = 2X10 N/mm².determine!(i) deflection at the point where coupleis acting and (ii) the slope at the ends andta Point C.A2 I.5m400 kn. m8mсIB

Answered: Image /qna-images/answer/b3bb2124-96fa-408d-8065-302192d83a17.jpg

Q: A horizontal beam AB is simply supported. at A and B, 8m apart. th beam is subjected to counter- clokwise couple of 4oo kn.m at distance of 3m from the left end as shown in figure blow. the value of I for the right half (A-B) is (1X108 mm) and for th lef half (B-C) Portion 21 is (2X108 mm") and determine : (i) deflection at the point where couple is acting and (ii) the Slope at the ends and E = 2X10 N/mm², ta Point C. A 2 I -5m 400 kn.m -8m L C H B

Q: A horizontal beam AB is simply supported. at A and B, 8m apart. th beam is subjected to counter- clokwise couple of 4oo kn.m at distance of 3m from the left end as shown in figure blow. the value of I for the right half (A-B) is (1X108 mm) and for th lef half (B-C) Portion 21 is (2X108 mm") and determine : (i) deflection at the point where couple is acting and (ii) the Slope at the ends and E = 2X10 N/mm², ta Point C. A 2 I -5m 400 kn.m -8m L C H B

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Determine the vertical displacement of joint A of the truss. Each member has a cross-sectional area of A = 300 mm2. E = 200 GPa. Use the method of virtual work.
The simply supported beam consists of a W21 x 44 structural steel wide-flange shape [E = 29,000 ksi; 1= 843 in.4]. Assume that the support at D can provide resistance either up or down. For a loading of w = 7.5 kips/ft, determine: (a) the beam deflection VA at point A. (b) the beam deflection vc at point C. Assume LAB = 8 ft. LBc = 5 ft, LcD = 5 ft, LDE = 6 ft. W X B Answers: (a) VA = (b) vc= LAB LBC in. in. D LCD LDE E
What is the Slope at 2m from A? What is the Deflection at 2m from A
3. Find the value of El midway between the supports for the beam shown. Use the Super Position method. -5 m- 180 KN B m El = constant E = 70 GPa I = 2,340 (106) mm4 15 kN/m m-
The simply supported beam consists of a W21x 44 structural steel wide-flange shape [E = 29,000 ksi; I = 843 in."]. Assume that the support at D can provide resistance either up or down. For a loading of w = 7.5 kips/ft, determine: (a) the beam deflection vA at point A. (b) the beam deflection vc at point C. Assume LAB = 11 ft, LBc = 7 ft, LcD= 7 ft, LDE = 7 ft. 11111111公彩 B. C LAB LBC LCD LDE Answers: (a) VA= in. -19.406, (b) vc 2.016 in.
The simply supported beam consists of a W21 x 44 structural steel wide-flange shape [E = 29,000 ksi; I = 843 in.“). Assume that the support at D can provide resistance either up or down. For a loading of w = 7.2 kips/ft, determine: (a) the beam deflection vĄ at point A. (b) the beam deflection vc at point C. Assume LAB = 11 ft, LBc = 6 ft, LcD = 6 ft, LDE = 5 ft. W A B D LAB LBC LcD LDE Answers: (a) VA = 0.436 in. (b) vc = -0.012 in.
Use CONJUGATE BEAM METHOD ONLY! E = 80 GPa & I = 1200x106 mm4 A. Find the Vertical Reaction at D in kN B. Find the Deflection at C in mm. C. Find the Slope of the elastic curve at D in Degrees Three Decimal places
Given: a = 2m b = 4m w = 150 kN/m E = 180 GPa Moment at point 4m from the free end is equal to -1450 kN/m Find: 1.) The value of P 2.) The maximum deflection of the beam. 3.) The deflection at point 4 m from the free end.
Determine vertical deflection at free end of beam . EI=constant
The simply supported beam consists of a W21 x 44 structural steel wide-flange shape [E = 29,000 ksi; / = 843 in.4]. Assume that the support at D can provide resistance either up or down. For a loading of w = 6 kips/ft, determine: (a) the beam deflection VÀ at point A. (b) the beam deflection vc at point C. Assume LAB = 13 ft, LBc = 8 ft, LcD = 8 ft, LDE = 5 ft. W B Answers: (a) VA = (b) vc= LAB LBC in. in. D LCD LDE
The simply supported beam consists of a W21 × 44 structural steel wide-flange shape [E = 29,000 ksi; I = 843 in.4]. Assume that the support at D can provide resistance either up or down. For a loading of w = 7.8 kips/ft, determine:(a) the beam deflection vA at point A.(b) the beam deflection vC at point C.Assume LAB = 10 ft, LBC = 8 ft, LCD = 8 ft, LDE = 7 ft.
1.BEAM ABC is fixed at both ends (A&C) and hinge supported at B. AB=6m (3I) BC=5m (2I), the beam carries a uniform load of 8KN/m from A-B and concentrated load of 36KN 3m from C. Use moment distribution method (1cycle) Determine the moment at B 2.Determine the deflection at midspan of the structure