The beam shown has a rectangular cross section of 150mm x 200mm and is made of a material with a modulus of elasticity of 60kN/mm2. Determine the deflection at point C, D and maximum. 12KN 6kN FM 6.5m x * . с D 3m 4.5m

The beam shown has a rectangular cross section of 150mm x 200mm and is made of a material with a modulus of elasticity of 60kN/mm2. Determine the deflection at point C, D and maximum. 12KN 6kN FM 6.5m x * . с D 3m 4.5m

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: A beam of length 6m is supported at its ends and carries UDL 0f intensity 28as shown in fig.…

A: Support Reactions : ∑Fy = 0RA + RB = 28×4 = 112 kN ..............(1)Taking Moment about A, MA =…

Q: The static deflection at the end of a cantilever beam due to load 'W' is 10 mm. If the same load is…

Q: E=160 GPa I= 65.0*106mm4 What is the slope and deflection at the end of the beam?

A: Given,

Q: = 1m = 33 KN/m = 3.3 x 108 mm4 = 200 GPa 3 -L-

Q: Determine the maximum deflection 8 in a simply supported beam of length L carrying a uniformly…

A: Given A simply supported beam of length L having UDL of wo applied on its whole span. Required…

Q: Determine the vertical deflection at B

Q: A Determine the maximum deflection beam shown. Use Double Integration method SOKN 90kw Lam 3 ☆ gm D

A: Given Length of beam = 24 m

Q: (a) Compute the horizontal deflection at D and the vertical deflection at F by the virtual work…

Q: A simply supported beam with span of 7.5 m carry a dead load of 29kN/m including self-weight and…

A: A simply supported beam is basically subjected to the live and the dead loa, also the…

Q: 2 By using Conjugate BeamMethod, Determine the deflection at the free end of the beamshown 180 kN 15…

A: In conjugate beam what we do is draw conjugate beam for given real beam then we have to draw BM…

Q: A box structure of mild steel is acted wall of dimensions 200mm*100mm. The hole of the diameter 30…

Q: Find the deflection at b, c and d for the loaded beam shown in the figure below by using finite…

Q: 120 kN 120 kN L-15 m El = constant E- 30 GPa The beam has a self weight of 5 kN/m in addition to the…

Q: Example A beam B' is supported an beam A' as shown in The flexural rigidity of beam B' is twice that…

A: Given : This is a problem of solid mechanics where we have to determine the deflection at C ?

Q: The intensity of the distributed load on the simply supported beam varies linearly from zero to wo =…

A: Find location of the maximum deflection if L = 7.2 feet.

Q: Solution accu

Q: Determine the maximum deflection for the beam shown by the moment-area method

A: Draw the free-body diagram of the beam.

Q: A 10-m long simple beam carries a load that varies uniformly from zero at the left support to 12…

Q: The simply supported beam 'A' of length L carries a concentrated load P at midspan. Another beam 'B'…

Q: 2KN/ EI = 1600NM² 6m 4m Figure 06

Q: 4. Deflections in Beams A solid, round simply supported steel shaft has a diameter of 38 mm and a…

Q: L- 60 kN %3D D- 15 kN/m -5m

A: Solution:- We know that, the deflection in cantilever due to point load at free end is; ∆=P×L33×EI…

Q: beam of length 6m is supported at its ends and carries UDL 0f intensity (25+33 kN/m) as shown in…

A: Solution; Given data; The length of beam AB is given as 6 m. But the sum of AB, CD, DB is 8 m. So,…

Q: p, thank you.

Q: The intensity of the distributed load on the simply supported beam varies linearly from zero to wo =…

Q: Given E = 29000 ksi, the cross-section area of the top and bottom chord members = 1500mm^2 and o the…

Q: Situation: Determine the smallest value of load P acting at the midspan of FD needed in order to…

Q: Analyze the beam using Slope Deflection Method Draw shear, bending moment and elastic diagrams

A: Given:- To find:- Analysis of beam by slope deflection method Draw shear, moment and elastic…

Q: The cantilever beam shown with uniform cross- 2 section having flexural rigidity El= 24.0 MN.m, L=…

Q: 1. The rigid bar is supported by the pin-connected rod CB that has a cross-sectional area of 14 and…

A: Given : Cross sectional Area = 14 mm2 Eal = 68.9 GPa To Find Determine the vertical deflection of…

Q: in mm ) Solue for the deflectiom e the miáspan using vwM lookN 20 kal /m E = 2006 Pa Cross section…

Q: Use any geometric method to solve the response of the bean, Determine the maximum deflection (in mm)…

Q: Find the maximum value of (p) that can be applied to the beam shown.

A: Given Data: Width of the beam is b=350 mm. Depth of the beam is h=700 mm. Assume effective cover of…

Q: The deflection at the free end of a uniformly loaded cantilever of length 1m is 7.5 mm. What is the…

Q: Derive an expression for the maximum value of deflection for the simply supported beam

A: Given:A simply supported beam carrying concentrated load at a distance 'a' from hinge support and b…

Q: For the beam shown, Given: f'c = 24 MPa fs = 115 MPa n- 8 a. Locate the neutral axis when the beam…

A: R.C.C. Structure plan :a mix of cement and steel support that are joined into one piece and work…

Q: 108 kN 21 6 m 4 m A,

Q: E = 150GPa and I = 70 x 10^6 mm^4. Solve the deflection at 5m from A. 6 kN/m 3 kN/m -5.72mm Q-8.61mm…

A: Given data:- Modulus of elasticity E=150 GPa Moment of inertia I=70×106mm4

Q: 8KN/m 4m 4m t the correct response: 6.57 mm 5.07 mm 3.46 mm 2.50 mm

Q: The W-beam below is made of A36 steel. La SS(10) m Determine: a. The shape factor (K) 10 mm 1s mm…

A: Solution: Considering the above Diagram of I section y¯=200+10+102=110…

Question

The beam shown has a rectangular cross
section of 150mm x 200mm and is made of
a material with a modulus of elasticity of
60kN/mm2. Determine the deflection at
point C, D and maximum.
Solution:
4
12KN
3m
*
с
6kN
6.5m
D
4.5m
00:
B

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1

Step 2

Step 3

Step 4

Step by step

Solved in 4 steps with 4 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

Determine the Vertical Deflection at B. Indicate the negative sign if the answer is downward • Determine the vertical deflection at B E: 2910 Ksi I: 20 in 10 k lft D. 204 2 pt 201 21
2.28 Each of the four vertical links connecting the two rigid horizontal members is made of aluminum (E = 70 GPa) and has a uniform rectangular cross section of 10 × 40 mm. For the loading shown, determine the deflection of (a) point E, (b) point F, (c) point G. A 250 mm 40 mm. B 400 mm Q Search F 250 mm hn D 300 mm 24 KN T
Solve the maximum deflections using method of superposition and draw shear and moment diagram
1. The rigid bar is supported by the pin-connected rod CB that has a cross-sectional area of 14 mm² and is made from 6061-T6 aluminum. Determine the vertical deflection of the bar at D when the distributed load is applied. Er-68.9 GPa 1.5 m -2 m B 300 N/m 2 m
04. The load Q is gradually increased from zero to 120kN. a) Does failure occur in bars BE and BD? b) Determine the maximum deflection at pointB. a = 0.64m Square Cross-Section 10mm x 10mm 1.7m E A36-Carbon Steel A36-Carbon Steel 2.64 m OD for all pins = 6mm
PLATE NUMBER 9 TITLE: DOUBLE INTEGRATION МЕТНOD OBJECTIVE: TOo SOLVE THE BEAM USING DOUBLE INTEGRATION МЕТНOD 10kN 15KN 5kN 35kN/m 10KN/m 百 3m 3m 3m 10m 1. Solve the deflection at B. 2. Solve the deflection at C. 3. Solve the deflection at D. 4. Solve the location of the maximum deflection. 5. Solve the maximum deflection.
1)Determine the horizontal and vertical components of the deflection at joint B B A 35 kN 4m 84 kN Plate #5 3m 4m E = 200 Gpa A 1200 mm²
1. The rigid bar is supported by the pin-connected rod CB that has a cross-sectional area of 14 mm² and is made from 6061-T6 aluminum. Determine the vertical deflection of the bar at D when the distributed load is applied. Er-68.9 GPa 1.5 m -2 m B 300 N/m 2 m
that will limit the maximum deflection to 20 mm. Use E = 10 x 10 \Flgure P-645. A For the beam shown in Fig. P-646, determine the value of I %3D N/m?. Saut 600 N/m free end 1 m 2m 1 m Flgure P-646.
The 100 N block hits the simply supported beam at its mid span after a drop of 10mm as shown in the figure, consider flexural rigidity of the beam as 1728N-m². The dynamic deflection (in mm) at mid span is (a) 6.86 (c) 4.38 100N W 0.6m 10mm 0.6m (b) 8.86 (d) 6.34
The 100 N block hits the simply supported beam at its mid span after a drop of 10mm as shown in the figure, consider flexural rigidity of the beam as 1728N-m². The dynamic deflection (in mm) at mid span is 100N W 0.6m 10mm 0.6m
Determine the maximum deflection of the cantilevered beam. The beam is made of material having an E 200 GPa and I W 65.0*10 mm4. 30LN/