Part 2:L/2MRARBRAXRB PPart 2: Solve for the reactions in terms ofthe loads, shear and moment at dis-tance "x" from the support, how theshear and moment diagram will looklike, and the maximum moment togeth-RBRAer with its location.X ReactionsX Shear and Moment DiagramRA = RB =X Shear at distance "x" from Aat x <5RAV, = RA = 2P/2at x >-PVy = RA – P =-P =V-dX Moment at distance "x" from Aat x <5Mx = RẠ(x)M, =,(x)-P/2Mmax PL/4at x >2M, = R,(x) – PM-d

Given data- A beam with point loading as shown in the figure below-

Part 2: Solve for the reactions in terms of the loads, shear and moment at dis- tance "x" from the support, how the shear and moment diagram will look like, and the maximum moment togeth- RA RB er with its location.

Part 2: Solve for the reactions in terms of the loads, shear and moment at dis- tance "x" from the support, how the shear and moment diagram will look like, and the maximum moment togeth- RA RB er with its location.

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: 2. Determine the reaction at each support and draw the shear and bending moment diagram of the beam…

Q: Activity 10 Three-Moment Equation CC CIVILI Prob 01: Determine the moment in each supports a) Draw…

Q: 50KN A M = 60kN.m 3.0m B 10kN/m 6.0m C COLL

Q: SOLVE for each reactions and kindly DRAW the shear and moment diagram

Q: 50KN 50KN A B 5m 5m 5m 5m

Q: Q2: Determine the magnitude of the resultant moment about A. Also, find the location of the…

Q: The beam shown below has a fixed support at A and a roller at B. El is constant. Use the FORCE…

A: The beam is indeterminate to the first degree. Let us choose the reaction reaction at B as redundant…

Q: Determine the internal normal force, shear force, and moment at point D in the beam. Draw free Body…

Q: PROBLEM 1: The beam shown below has a fixed support at A and a roller at B. El is constant. Use the…

Q: 18 k 10 k E B D t10nt15A- -15 t- –20 ft- -15 ft~ El = constant

A: Given that We have to calculate the reactions and shear force and bending moment diagram

Q: Determine the equivalent resultant force - couple with the resultant force acting at point O for the…

A: The FBD (Free-body diagram) of the above figure can be given as,

Q: Calculate the required intensity, w

A: • Equilibrium structure mean algebraic sum of all the forces and moments applied on structure are…

Q: Problem I. For the beam shown, a) Compute for the reaction at all supports b) Draw the shear and…

Q: Determine the support reactions at A for the beam with built-in ends. Use the moment- area theorems…

Q: Analyze the statically determinate planer force system to calculate the reactions at the supports.…

Q: 1.) For the beam shown, determine the reactions at supports A, B, and C. then draw the SHEAR and…

Q: A 2m 3 m W kN/m B Jc C

Q: I I 21 3m 5m 3.6m Use E = 200 GPa actor of joint A on member AB, DFAB [ Select ] Factor of joint B…

A: As there are multiple questions posted,according to the guidelines, only the first three are being…

Q: q (kN/m) B A + -6 m- -3 m- a) Determine the support reactions. b) Calculate for the maximum bending…

A: Given data q = 18 KN/m P = 81 KN

Q: 35 k 1 k/ft 2 k/ft E A -10 ft- -10 ft -10 ft- -20 ft El = constant

A: Slope Deflection Method: Fixed end moment: Span ED: MFED = -wl212=-2×20212=-66.66 k ft MFDE = 66.66…

Q: Find the reactions at the supports and draw the shear and moment diagrams of the propped beam shown.…

Q: 2. Construct the shear and moment diagrams of the loaded beam shown below. Determine the maximum…

A: Shear force diagram Bending moment diagram Maximum positive moment Maximum negative moment

Q: Determine the support reactions of the shown structure. Also, determine the axial forces, shcars,…

Q: 50 KN 20 KN В A 2 m 2 m 2 m

Q: DETERMINE THE REACTIONS AND SHEAR & MOMENT DIAGRAM in MEMBER BCDE ONLY Let P=22 B A 4'- - C…

A: It can be observed in the given diagram that the support B which has a roller support will not have…

Q: The beam has a fixed support at A and rollers at B and C. El is constant. Use any of the following…

A: The following figure shows the Free Body Diagram of the beam. The number of unknowns in the beam…

Q: O Determine the support reaction forces and moment for the sketched system. 3a - P в

A: in the given figure the internal hinge is placed at point B . at the internal hinge the bending…

Q: SOLVE FOR THE REACTIONS AND DRAW THE SHEAR AND MOMENT DIAGRAMS OF THE FOLLOWING BEAMS USE BOTH 3ME…

A: To calculate the reaction AT fixed End = 3 Reaction Roller end= 1 Reaction+1 reaction No. of…

Q: Determine the reactions at the Support, then draw the shear and moment diagrams. Use the energy…

A: Data Given: Asked: Reactions at the supports Draw shear and moment diagram (Use energy method…

Q: beams and determine the maximum shear and moments. 10 kips 3ft 2ft| 3ft - 8 t 3 kips/ft E

A: Draw SFD and BMD

Q: (continuation) Determine the shear at 0, in N. O 10 O40 O 30 20 continuation) Find the resultant…

Q: Calculate the support reactions of the given beam below. Also, determine the maximum value of the…

Q: 1. 30 kN/m 3m IS IN 20 kN/m 2m

Q: P Part 2: Solve for the reactions in terms of the loads, shear and moment at dis- tance "x" from the…

A: The given figure is shown below:

Q: 1.) For the beam shown, determine the reactions at supports A, B, and C. then draw the SHEAR and…

A: Force method: Three moment method (Clapeyron's theorem) is used for analysis of above beam.

Q: a) Compute for the reaction at all supports b) Draw the shear and moment diagrams (specify…

Q: Problem II. Refer to the beam shown below. 9 (kN/m) P (kN) A C -6 m- -3 m a) Determine the support…

Q: 25 kN/m A B -8 m- -8 m- E = 70 GPa I= 1,300 (106) mm² (Assume 50mm settlement @ Support B) C

A: Given data E = 70 GPA = 70 × 103 N/mm2 I = 13 × 108 mm4 ∆B = 50 mm = 0.05 m

Q: Part 2: Solve for the reactions in terms of the loads, shear and moment at dis- tance "x" from the…

A: Given data- A beam as shown in the figure-

Q: B Latb- a3D9 m, b = 27 m F = 50KN, UDL= 4kN/m For the beam with loads as shown, draw the shear force…

Q: Problem Number 7. Solve for all the moment reaction and forces in the fran not braced against…

Q: PROBLEM 2 COMPUTE THE SUPPORT REACTIONS FOR THE FOLLOWING FRAME USING THE FLEXIBILITY METHOD. SELECT…

A: The flexibility method : The flexibility technique, also known as the method of consistent…

Q: Provide the Shear and Moment Diagram for the frame. The reactions of roller A and pin D are…

Q: LOKN 64 Cem (em) W=5kN/m 10 m с E lokel 5m 5m Iskal Determine the reactions at supports Draw and…

A: Given A frame Required Support reactions and shear-moment diagram

Q: 72 KN 12 KN/m

A: Determine the reactions at supports assuming the beam has a constant EI and draw the shear and…

Q: A force F - 24, - 4i + 8j – 11k N produces a moment with scalar components M² - 78, M, = – 48N · m…

A: F→=-4i+8j-11kNwrite down the moment in vector formM→=Mx→+My→+Mz→ =-24i-78j-48kN.mlet us assume…

Q: Part I. Principle of Superposition. For the beam loaded as shown, it is required to determine the…

A: 1. Determine the degree of indeterminacy of this beam. 2. Solve for all the support reactions. 3.…

Q: PROBLEM 1: The beam shown below has a fixed support at A and a roller at B. El is constant. Use the…

A: Given, EI = constant w = 4 kip/ft L = 8 ft

Q: SOLVE FOR THE REACTIONS AND DRAW THE SHEAR AND MOMENT DIAGRAMS OF THE FOLLOWING BEAMS USE BOTH 3ME…

A: Note: As per the guidelines solution will be provided for only 1st beam. It is adviced to post…

Q: ms for t

Concept explainers

Matrix Algebra for Structural analysis

Structural analysis is a process in which the effects of different loads and internal forces, acting on structures and their elements are determined. This method of analysis is effective in detecting the failure loads of the structural elements and the design can be altered before commencing the construction process, which ensures proper strength and safety of the structures.

Question

P
Part 2: Solve for the reactions in terms of
the loads, shear and moment at dis-
tance "x" from the support, how the
shear and moment diagram will look
like, and the maximum moment togeth-
RB
RA
er with its location.
X Reactions
X Shear and Moment Diagram
RA = RB =
X Shear at distance "x" from A
at x <5
RA
V, = RA = 2
P/2
at x >-
P
Vy = RA – P =-P =
V-d
X Moment at distance "x" from A
at x <5
Mx = RẠ(x)
M, =,(x)
-P/2
Mmax PL/4
at x >2
M, = R,(x) – P
M-d

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

Solve Prob. 7.53 when 0=60°.(Reference to Problem 7.53):Two small channel sections DF and EH have been welded to the uniform beam AB of weight W = 3 kN to form the rigid structural member shown. This member is being lifted by two cables attached at D and E . Knowing that 0= 30° and neglecting the weight of the channel sections, (a) draw the shear and bending-moment diagrams for beam AB, (b) determine the maximum absolute values of the shear and bending moment in the beam.
Please make the solution explicitly and simplified Thankyou. a) Compute for the reaction at all supportsb) Draw the shear and moment diagrams (specify magnitudes at all supports, at start and end of distributedloading, and at the free end.c) Determine the maximum bending moment in the beam Given Values: q0 in kN/m = 18
(a) Determine the reactions at the supports and draw the bending moment diagram for the following structures. (b) Redo problem (a) by using the bending moments over support A and B as the redundant forces. (c) Repeat problem (a) if there are support settlements of 8mm, 5mm and 2mm at A, B and C respectively. Given E=200GPa, I=107mm4 .
Two couples act on the frame. If d = 4 ft, determine theresultant couple moment. Compute the result by resolving each forceinto x and y components and (a) finding the moment of each coupleand (b) summing the moments of all the force components about pointA. A: See answer
W=1317 kN/mUsing Three Moment Equation, determine all reactions at supports also, determine shear andbending moments with complete labels. Use 1= 1/12 bh^3 and E = 2.15x10^7 KPa
NEED IN 1HOUR PLS THANKS From the figure, compute for the horizontal and vertical component forces of the hinge at B acting upon member AC as shown.
In the figure on the right where there is a 50 N single load at point Bof the given rod system, (between AB: 4m / BC: 1m)a) find the support reactions?b) Immediately after support A, just before point Band immediately after and just before the C-bracketFind the cross section effects by cutting?c) Draw the cross sectional influence diagrams.
Determine the moments at all supports. Support B settles10 mm, and EI is constant. Take E = 200 GPa, I = 200x106mm4 Answer key: MAB = -12 kN-m; MBA = 64.58 kN-m; MBC = -64.58 kN-m; MCB = -146.69 kN-m
Use method of superposition Determine the reactions at the supports, then draw the shear and moment diagram. Assume B and C are rollers and A is pinned. The support at B settles downward 0.25 ft. Take I = 500 in4 .E = 29000 ksi.
9.Calculate the shear at right end of span BC in kN.0
Find the maximum moment at the span of DE Draw the shear and moment diagram of the span of DE Given: Shear and moment at the left of C.Vc= -4.5 kN Mc= -4.5 kN-m Shear and moment at the right of c.Vc= 37.5 kN Mc= -94.5 kN-m Shear at e.Ve= 30 kN Shear and moment at point cVc= 0 Mc= -90 kN-m Shear and moment at point a.Va= 42 kNMa= -78 kN-m
Subject: Structural Analysis Instruction: Using Moment Distribution Method, find the reactions at the support. Neglect sidesway.