11 Q.4) (a) Find the support reactions of the beam shown below.(b) Sketch the shear-force and bending moment diagrams for the loadedbeam shown below without formulating the SF and BM equations. Alsolabel the values of shear-force and bending-moment at all key points.- Drow Free 8ody Diagram3000 lb200 Ib/ft3600 Ib-ftPinDAВCEF6'-156'-

To find support reactions take moment at pin D equal to zero take moment at D from right side…

Answered: (a) Find the support reactions of the…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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A) Define the bending stress as relates of beams. B)A fixed AB length 3m carries a point load of 45KN at a distance of 2m from A.if the flexural rigity (i.e. EL)is 1×10^4KNm^2, determine: I) fixed end moment A and B II) Deflection under the load III) the maximum deflection IV) The position of the maximum deflection.
Read the question carefully and give me right solution according to the question. Note: I know this type of problem already there but I want right solution according to the question. Draw the shear and bending-moment diagrams for the beam and loading shown and then determine the maximum absolute value (a) of the shear, (b) of the bending moment.
Beam ABCD is simply supported at B and C and has overhangs at each end (see Fig, a). The span length is L and each overhang has length L/3. A uniform load of intensity q acts along the entire length of the beam.a. Draw the shear-force and bending-moment diagrams for this beam.Repeat part (a) if the uniform load is replaced with a triangularly distributed load with peak intensity q0= q at mid-span (see Fig. b)
The simple beam AB, shown below, supports a concentrated load of 6 kN and a segmentof non-uniform load of intensity varies from 1 kN/m to 3 kN/m at point B.1- Draw the shear force and the bending moment diagrams for the beam.2- Determine the shear force (V) and bending moment (M) at a cross section located 3.0 m from the support A
Thumbs-Up will be given. Write the complette solutions legibly. Answer in 3 decimal places. Please answer all since they are all subquestions. Thanks Structural Theory 1d. Determine the vertical reaction R₂ in kN 1e. Determine the shear at midspan between vertical supports in kN. 1f. Determine the maximum factored load moment in the beam in kN.m
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Determine the maximum shear and maximum bending moment values. Tentukan nilai-nilai daya ricih maksima dan momen lentur maksima
Two d mm*10 mm cover plates are welded to two UPN 200 channels 100 mm high to form the cross section of the compound beam shown in the figure. The moment of inertia of each channel about a horizontal axis through the centroid is 19.10*106 mm4. a) Determine the support reactions. b) Draw the shear force and bending moment diagrams. c) If the allowable bending stress of the beam is 300 MPa, find the required width d of the plates to safely support the load.
A beam ABC 12m long is simply supported at A and B where AB = 8m. Point loads of 15 kN and 6kN are applied at the midpoint of AB and at C respectively. A uniformly distributed load of 4kN/m extends for 6m from A. Determine the values of reactions by resolving and taking moments. Check your work by using virtual work. Sketch the shear force and bending moment diagrams and fine the values under the point loads.
Read the question carefully and give me right solution according to the question. The two span beam shown in the figure has spans L1 = 3.3 m and L2 = 5.8 m. The service loads are total dead load of 5.8 kN/m and live load of 6.3 kN/m. If live load is placed to produce maximum negative moment at B, calculate the maximum factored negative bending moment in kN-m.
Q2 Fos the bearn shown: (a) Use the stiffness method to determine all fhe resctions at supports, (b) Dras the quantitative free-body diagram of member, (€ Draw the quantitative shear diageam, bending moment disgram and qualitative deflected shape. Take J = 200(10°) mar and £ = 200 GPa.and suppon & settlement 10 mm a £ 14, - 10 &m dm dm
Beam ABCD issimply supported at B and C and has overhangs at eachend (see Fig, a).The span length is L and each overhang has length L/3. A uniform load of intensity q acts along the entire length of the beam.a. Draw the shear-force and bending-moment diagrams for this beam.• Repeat part (a) if the uniform load is replaced with a triangularly distributed load with peak intensity q0=q at mid-span (see Fig. b).

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(a) Find the support reactions of the beam shown below. (b) Sketch the shear-force and bending moment diagrams for the loaded beam shown below without formulating the SF and BM equations. Also label the values of shear-force and bending-moment at all key points. Draw Free Body Diagram