A cantilever beam, 3.5 m long, carries a concentrated load, P. at mid-length. Given: P = 200 KN Beam Modulus of Elasticity, E = 200 GPa Beam Moment of Inertia. I = 60.8 x 10 mm 1.75m 1.75m What force (KN) should be applied at the free end to prevent deflection?

A cantilever beam, 3.5 m long, carries a concentrated load, P. at mid-length. Given: P = 200 KN Beam Modulus of Elasticity, E = 200 GPa Beam Moment of Inertia. I = 60.8 x 10 mm 1.75m 1.75m What force (KN) should be applied at the free end to prevent deflection?

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: Determine the maximum tensile and compressive bending stresses in the beam shown. 4 kN/m 10 kN 6 m B…

Q: KINDLY SHOW THE FREE BODY DIAGRAM IN CLEAR EXPLANATION

A: Free Body diagram

Q: The two shafts are made of A992 steel. Each has a diameter of 0.9 in., and they are supported by…

Q: In a plate girder subjected to a bending moment of 200 kNm, the width and thickness of flange are…

Q: two wires are 492 mm² for AB and 214 mm² for AC. Wire AB is inclined 27-degrees with the horizontal…

Q: The simply supported beam consists of a W460 x 82 structural steel wide-flange shape [E = 200 GPa; I…

Q: C D B A L1 L2 L,

Q: the largest axial P force that the given riveted joint can safely carry. calculate. Rivet diameter…

Q: The frame below consists of rigid bar ABC and deformable rod CD. Point C must not move downward more…

A: ∂a = Allowable deflection = 0.05 in.∆T1 = Temperature change = - 30 - 50 = - 80°…

Q: The simply supported beam consists of a W530 x 66 structural steel wide-flange shape [E = 200 GPa;…

A: Given data: P=29 kn w=69 kn LAB=LBC=LCD=4.6 m LDE=2.3 m E=200 GPa I=351 *106 mm^4 It is asked to…

Q: The two shafts are made of A992 steel. Each has a diameter of 0.9 in., and they are supported by…

A: Given :

Q: A 100 mm x 200 mm beam 6 m long is supported at its ends and at midspan. It carries a uniform load…

A: Uniformly distributed load = 7.5 kN/m Dead load = 9.6 kN/m Net udl acting on the beam = 7.5+ 9.6…

Q: The A-36 steel strut AB has length 4 ft and a diameter 2 in. It is pin connected at both ends. The…

A: A-36 Struct steelL= 4ftD= 2 inchE= 29000 ksiTo determine - Maximum W load

Q: Concentrated loads P area acting at the middle thirds of the beam having a span of 9- m. The beam is…

A: Given data: E=20,000 MPafy=344.5 MPad=356.11 mmbf=368.8 mmtw=11.18 mmSx=2343×103mm4L=9 m

Q: the largest axial P force that the given riveted joint can safely carry. calculate. Rivet diameter…

A: B = 340 mm t1 = 21 mm t2 = 38 mm Rivet diameter = 28 mm Shearing stress of rivet = 1400 kg/cm²…

Q: In a plate girder subjected to a bending moment of 200 kNm, the width and thickness of flange are…

Q: The simply supported beam consists of a W460 x 82 structural steel wide-flange shape [E = 200 GPa; I…

Q: Q5. Consider the deformable pin-jointed truss with loading, geometry and section properties as shown…

A: Draw the free-body diagram of the truss as follows. Write the equilibrium equation for the sum of…

Q: Calculate for the shear force at member FE in kN of the frame shown in figure 1 using Portal Method.…

Q: In a plate girder subjected to a bending moment of 200 kNm, the width and thickness of flange are…

Q: A wide flange beam with dimension of: bf = 400 d = 500 tw = 12 tf = 18mm is subjected to a V =…

A: Solution:

Q: The simply supported beam consists of a W460 × 82 structural steel wide-flange shape [E = 200 GPa; I…

A: Deflection: The vertical distance displaced by the member under the application of load which is…

Q: Calculate Maximum Deflection for B2 Use E = 25 GPa Cross Section of B2 = 200x350 mm DL = 15.978 kN/m…

Q: Consider the beam with overhanging ends located by the three concentrated forces shown below. The…

A: Given data Allowable tension stress = 6000 lb/in2 Allowable compression stress = 20000 lb/in2

Q: * Ignore Internal Strain Energy due to axial load and shear. A (pinned) 15 ff 2 k/ff V C (hinge) V…

Q: A simply supported 4-m long beam is made up of 80% grade Kato. The beam is carrying a uniform load…

A: As per company's guidelines we can only answer first three questions. Kindly post other questions as…

Q: No. 3. Beam AC carries a concentrated load P at its midspan point B. Determine the depth of the beam…

A: Bending stress σmax=50MpaThe Maximum deflection σmax=10mmThe span L=4mE=200Gpa

Q: The simply supported beam consists of a W530 x 66 structural steel wide-flange shape [E = 200 GPa; l…

A: Given data E = 200 GPA = 2 × 105 N/mm2 I = 351 × 106 mm4

Q: If the beam shown is supported by the fixed wall at B and the rod AC. if the rod has a cross…

A: Using compatibility equations

Q: 100mm x 200mm beam 6m long is supported at its end and its midspan. It carries a uniform load of…

Q: A plastic beam has a cross section with dimensions of a - 1.8 in., b- 6.3 in., d- 3.6 in., and t-0.5…

A: Maximum shear stress occur at the level of neutral axis , Calculate the first moment of area about…

Q: A wide flange beam with dimension of: bf = 400 d = 500 tw = 12 tf = 18mm C is subjected to a V =…

Q: Q: - Analysis the beam shown below by the method of consistent deformation. El = constant A दे * 20…

A: A continuous beam fixed at C and roller supported at A and D. The beam is loaded with 20kN/m UDL…

Q: oblem 2: If rigid beam stays horizontal after deformation. sition). Find x (Load A, L E, 1.5A, 1.5L…

A: Given data -

Q: A beam cast monolithically with the slab thickness of 110 has a span of 4 m spaced at 6 m center to…

A: The values given in the question are as follows: Depth of slab or depth of flange(df)=110 mm Span of…

Q: An overhanging beam is carrying the following loads: • Pi = 10 kips • w = 6 k/ft • M = 24 k.ft The…

Q: 4. A 10 m span simply supported beam carries a uniform load. The beam has an adequate lateral…

Q: A double tee cross section is used for the beam shown below. Assume the following lengths and loads:…

Q: 10 in Problems 4.54-4.55 = The bar has a solid circular cross section. Its polar moment of inertia…

A: Answer We can make use of general equation of angle of twist for varying cross section which is…

Q: The simply supported beam consists of a W530 × 66 structural steel wide-flange shape [E = 200 GPa; I…

A: Given data: MA=285 kN-m w=135 kN/m p=160 kN MD=185 kN-m LAB=3.8m LBC=1.9 m LCD=2.9 m E=200 GPa…

Q: The figure shown is a built-up cross section composed of C-shaped and W-shaped steel beams attached…

A: a. Moment of inertia Given data, Ix = 98 in4 (For W section) Iy = 1.31 in4 (For C section) rx =…

Q: A triangular table is in equilibrium and it carries vertical loads as shown. If the supports D, E,…

Q: (a) the beam deflection (b) the beam deflection at point A. at point B.

A: Given- a cantilever beam carrying point load and concentrated moment Required-to find deflection of…

Q: pinned atone end and supported by two Roads, The beam 20as initially hORLZontal before the load ras…

A: P=120kN

Q: The simply supported beam consists of a W530 × 66 structural steel wide-flange shape [E = 200 GPa; l…

Concept explainers

Beams

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe beams.

Question

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

VIEW

Step 2

VIEW

Step 3

VIEW

Step by step

Solved in 3 steps

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

The simply supported beam consists of a W530 × 66 structural steel wide-flange shape [E = 200 GPa; I = 351 × 106 mm4]. Assume w = 50 kN/m, L1 = 2.8 m, and L2 = 2.2 m. For the loading shown, determine:(a) the beam deflection at point B.(b) the beam deflection at point D.Determine the component of the beam deflection at point B due to only the portion of the uniformly distributed load w between the supports at point A and point C.Answer: vB1 = mm. Part 2 Determine the magnitude of the bending moment at point C (report a positive number) due to only the portion of the uniformly distributed load w between point C and point D.Answer: MC = kN-m. Part 3 Determine the component of the beam deflection at point B due to the moment produced at point C by the portion of the uniformly distributed load w between point C and point D.Answer: vB2 = mm. Part 4 Determine the total beam deflection at point B due to the combined effects of the…
Find shear and bending diagram, and of this structure. deflection El k K₁ rigid rigid W
Calculate the axial force on members a and d for the truss system shown in Figure 1. Indicate whether the member is in tension or compression. Show your complete solution a. Axial force on member "a" in kN. Indicate negative if in compression. b. Axial force on member "d" in kN. Indicate negative if in compression. 20 kN _30 kN 1.5m -15 kN 1.5m 12 kN 1.5m -1.Om -2.0m
Situation 8: A W-shape beam which is simply supported carrying a uniform load of 20 KN/m with a span of 5 m. The relevant properties of the section are shown below. d = 250 mm tw = 8.0 mm bf = 110 mm tf = 9 mm 1. Which of the following nearly gives the shear stress at neutral axis? 29.17 MPa 25.5 MPa O 15.55 MPa 20.9 MPa
If the allowable bending stress is sallow = 6 MPa, determine the minimum dimension d of the beam’s cross-sectional area to the nearest mm.
Ex-3. A tape of 30 m weighing 0.90 kg has a cross-sectional area of 0.0485cm². The tape measures 30.00 m. when supported throughout under a tension of 5 kg. The modulus of elasticity is 2.1* 10 kg/ cm2. What tension is required to make the tape measure 30 m. when supported only at the two ends? wakk
A simply supported beam is 0.6 feet long, and has a distributed load of 8.9 kips/ft pointing in the negative y direction along the entire beam. First- find the maximum moment in the beam? HINT: You should draw the beam. QUESTION: If the y distance from the neutral axis to the furthest fiber in tension is = -5 inches, and the moment of inertia of the beam is 100 in4, then what is the bending stress in the beam? in psi? Give answer to 1 decimal point, and no units, such as 1250.1 (not 1250.1 psi)
Text: A beam is clamped at A. The beam is supported by a uniformly distributed load and a concentrated load as indicated on the sketch. The beam is made using the HE220A profile. The length of the beam is 4200 mm. and has a modulus of elasticity on it 2,0x105N/mm2 A) Calculate the bearing reactions of the beam for the given external load action. B) Establish moment and shear diagram for the beam for the given external load action. C) Calculate the transverse displacement of the free (cantilevered) end for the given external load action. D) Calculate the rotation of the free (cantilevered) end for the given external load action.
Explain
Pls help me.
The simply supported beam shown below carries its own weight, a uniformly distributed live load of 300 lbs/ft, and a concentrated dead load PD at midspan. The cross-section of the beam is U- shaped. It has two rows of reinforcing bars at the bottom. The bottom row has five #6 bars and the top row has three #6 bars. Let f' =4,000 psi and f, = 60 ksi. The cross-sectional area of a #6 bar is 0.44 in.². WL = 300 lbs/ft 10 ft. PD * 10 ft. 17 in. 3 in. OO 8 #6 bars tot b O 6 in. O 14 in. tot For the beam section show in the figure, determine the minimum width b (rounded up an integer value) which will result in a tension-controlled beam. (Ans: b = 5 in.) 9 in.
A portal frame shown in figure (not drawn to scalé) has a hinge support at joint P and a roller support at joint R. A point load of 50 kN is acting at joint R in the horizontal direction. The flexural rigidity. El, of each member is 106 kNm². Under the applied load, the horizontal displacement (in mm, round off to 1 decimal place) of joint R would be 5 m Q El El 10 m 50 kN