Beam ABCDE is subjected to concentrated loads at C and D. A & E are fixed supported and B is roller supported (AB-9m,BC=6m,CD36m,DE-6m). 100KN concentrated load is acting at C and D. The span AB has a moment of inertia which is 1/2 of the moment of inertia of span BE. E is constant (use moment distribution method 1cycle) Solve moment at E -500KNM -100KNM -300KNM 500KNM

Beam ABCDE is subjected to concentrated loads at C and D. A & E are fixed supported and B is roller supported (AB-9m,BC=6m,CD36m,DE-6m). 100KN concentrated load is acting at C and D. The span AB has a moment of inertia which is 1/2 of the moment of inertia of span BE. E is constant (use moment distribution method 1cycle) Solve moment at E -500KNM -100KNM -300KNM 500KNM

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 moments acting at the ends of each member. Assume the supports at A and D are fixed. The moment of inertia of each member is indicated in the figure. E = 29(10) ksi. Prob. 11-24 6k/ lac 1200 in 10 ft lo- 600 in 15 ft TA S00 in D 24 ft
18 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 A Group of answer choices -23.46KNm 25.08KNm -17.70KNm -25.08KNm
Determine the nominal moment capacity M, for the beam shown. Assume fy = 350 MPa and fe = 28 MPa. 1200 mm 100 mm 330 mm 500 mm 2H 36 70 mm 250 mm
BEAM ABC is fixed at both ends (A&C) and hinge supported at B. AB=óm (31) BC=5m (21), 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 A -25.08KNM -17.70KNM 25.08KNM O-23.46KNM
fy = 345 MPa f'c = 28 MPa Determine the Nominal Moment Capacity in kN-m. Beam as shown: 600 3-28mm 250 K
3. The beam below is used to support a part of the overhang at the entrance of the building (a). The idealized model for beam with load is shown in (b). Assume that B is roller supported and C is simple supported. (a) Draw shear force (V-) and bending moment (M-) diagrams for the beam. Determine the position and value of maximum bending moment. (b) For the beam, assume HEA 180 for the type of cross section. Calculate the maximum normal stress and the maximum shear stress, and determine where in the cross section the normal and shear stresses are greatest. Utilize Appendix C at the end of the textbook.
(c) The slope and displacement on the I-Beam is developed due to the uniform distributedload along span AB. The elastic modulus and moment of inertia of the I-Beam is 200GPa and 360xl06 mm4, respectively. i) Establish the real moment equation for the I-Beam.ii) Establish the virtual moment equation for the I-Beam.iii) Determine the slope and displacement at A using Unit Load Equation.
NEED FAST PLSSSS