Analyze the beam shown below if the loads are as follows: P- 168 kN w - 28 kN/m M- 152 kN.m a. Which of the following most nearly gives the reaction at the roller support in kN [ Select ) b. Which of the following most nearly gives the reaction at the hinge support in kN [ Select) W M 30 4 m 3 P.

Analyze the beam shown below if the loads are as follows: P- 168 kN w - 28 kN/m M- 152 kN.m a. Which of the following most nearly gives the reaction at the roller support in kN [ Select ) b. Which of the following most nearly gives the reaction at the hinge support in kN [ Select) W M 30 4 m 3 P.

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: Problem 1 Determine the reaction at A and C. Support at A is fixed, C is roller support, and B is…

Q: Determine the force in members DF, EF, and EG of the structure below. DF: ( Select ) EF: I Select )…

Q: draw the FBD.prove if statically determinate and solve all their support reaction.indicate the…

Q: • Determine the reactions at supports A, B, C, and D: b.) using cantilever method K. 9 kN 4 m E F G…

Q: W1. W2 _A B a a a b b b

A: Given data:

Q: Problem 8. Solve all reactions (Ax, Ay, Cx, and Cy) for this structure. Note: force is transferred…

A: Given - To find - Solve for all the reactions for the given structure.

Q: From the frame loaded as shown. Solve the following if P = 15 1.5P KN P kN. F A 1.5 m, GH -3 m -3 m…

Q: 150 kN 3 m B 200 kN 2 panels at 4 m = 8 m - EA = constant %3D

A: GIVEN: A truss structure. TO CALCULATE: What is the restraint that can not be remove to arrive with…

Q: structure

Q: The Warren truss loaded as shown in the figure is supported by a roller at C and a hinge at G. Find…

Q: For the truss given below, what is the retraint that can not be remove to arrive with primary…

Q: b) Beam AE designed by 1FKM Sdn Bhd is supported and loaded as shown in Figure Q5b. (1) Draw the…

Q: For the frame provided, determine the following: A. The vertical component of the reaction at pin B,…

Q: M. SET B P 15 kN 22 kN.m 3.75 m Mo L1 L2 LI L2 4 m

Q: regular rod is 3 meters long and weighs 100 Newtons, with ends A and B resting on two supports and…

A: To find support reaction at A and B

Q: A loaded beam with length L is supported at both ends (A & B) with fixed end supports. If an…

Q: The three Portal Structure Itself is focused on joints A and D and connected with hinges S as seen…

Q: Q1/determine the location of the centroid. -120 mm- 100 mm 60 mm xr

A: Hi! Thank you for the question As per the honour code, We’ll answer the first question since the…

Q: 2 kN 8 kNm 12 kN.m B 2

Q: The A-frame shown supports the 250-N load and 85-N load acting on horizontal member. It is hinged at…

A: To find pin reaction at B, C,D

Q: The reaction at the support D of the continuous beam ABCD

Q: E 20 k 12 ft 12 ft 5 k -5 ft-5 ft- -14 ft-

Q: O Find the resultant reaction at support A. 2 What is the resultant reaction at support B.

A: support reaction:

Q: For the given beam: (a) Which of the following is the vertical reaction at C. [Select] (b) Which of…

Q: Which of the following gives the reaction at A in the given beam? 24 kN 10 kN/ m F20 kN. m A B C E D…

A: Internal hinges at C and D. Internal hinges means moment release that is there is no bending moment…

Q: What is the Area at A1? (the shaded portion) 367.5 KN-m² 643.125 KN-m² 120.0 KN-m² 735.0 KN-m²…

Q: The dead load on the bridge girder is 800 N/m and the live load is shown below. Assume B and D are…

A: Given data: Dead load on the bridge girder=800 N/m Series of point live loads are moving on girder…

Q: Given: The beam shown. w. = 1.2k/ft, L = 22', E = 29000ksi and I = 106in“. %3D Wo L Calculate the…

Q: Internal Hinge 100 kN 20 kN/m A 10m 10m 5m

Q: Determine the reactions at A and D of the beam shown. Present detailed drawings/FBD’s illustrating…

A: Given Data Find support reaction at A and B.

Q: SITUATION: A simply supported beam has a span of 6m. The beam is divided Into three equal segments.…

A: It is an overhanging beamFirst we calculate Total load=50×2 +20×2 +20×2Total load =180 KNNow It is…

Q: ermine the reaction at support A and B. Support A is pin while support B is roller. 6 kN 6kN 12EN-m…

Q: A beam is supported as shown below: B 1m 1m 1m The beam is to carry the following loads, in (kN) and…

Q: As shown below, the compound bream is fixed at A and supported by a rocker at B and C. There are…

A: Step 1:Step 2:Step 3:

Q: iii) The structural member below is subjected to a couple moment M and forces F₁ and F₂. Replace…

Q: 1.80 1.80 1.80 3 kN A B -1.80- с D -1.50-1 K -1.80- F P3= 16 KN. G P1 H P2 P3

A: Determine support reactions: HH=10+13+16=39 kN Take Moment @ A, (10×5.4)+(13×3.6)+(16×1.8)=(VH×5.1)…

Q: 3) Determine reactions at the supports of the structures shown below. A 6 kN B |--2 m2 m2 m -——3 m-…

A: Given:Required:Support reaction

Q: draw the FBD.prove if statically determinate and solve all their support reaction.indicate the…

A: Given:- To find:- FBD of beam If statically determinate then to find support reactions

Q: Determine the support reaction on the structure.

Q: Determine the component of the reaction for the beam. Show clear work so I can follow.

A: Please see the attached images for the solution. A hinge (or pin) support resists both horizontal…

Q: F = 25kN 1) The socket wrench AB lies in the plane parallel to xy plane. 10kNm The assembly OAB is…

Q: The truss shown carries the following uniform live load and concentrated live load. F 3 m A В 3 @ 4…

Q: 100 kN 100 kN (4000 mm) 75 kN (S000 mm2) 3 m (5000 mm)

A: It’s an indeterminate truss. To analyse this truss, either BC or AD can be selected as redundant…

Concept explainers

Equilibrium and Support Reactions

Civil engineers deal with structures that are composed of several members connected or with individual members such as beams and columns. To analyze such structures, the condition of statics must be applied. Under the static condition, the members are considered to be in equilibrium under the action of forces, that is, the members are assumed to be having negligible velocity.

Question

100%

Analyze the bearm shown below if the loads are as follows:
P- 168 kN
w - 28 kN/m
M = 152 kN.m
a. Which of the following most nearly gives the reaction at the roller support in kN
[ Select )
b. Which of the following most nearly gives the reaction at the hinge support in kN
[ Select]
M
30
-2 m--2 m
4 m
3 m
w/

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 with 3 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

The reaction at the support D of the continuous beam ABCD, hinged at two points shown in below figure is يليمتليل 5m * 1.6 0 1.6 1 0.5 ↑ 0 0.5 1 5m B *** 5m 3t 6t - 3 m 3 m 3 5m 3t *** w *** 7m
For the truss given below, what is the restraint that can not be remove to arrive with a primary structure. 150 kN - 3 m 200 kN 2 pancls at 4 m 8 m EA = constant O None O Vertical Component of the Reaction at A . O Vertical Component of the Reaction at C O Horizontal Cgmponent of the Reaction at A
Determine the force in members DF, EF, and EG of the structure below. DF: [Select ) EF: [Select] EG: ( Select ] 20 N 40 N 40 N F 20 N D В 2 m H C E G 10 m KooL Mo No- 2m +4 m 4m 2m 4 m
Find roller support reaction
Please answer asap with clear and complete solutions. Thank you
Problem 2 The truss shown carries the following uniform live load and concentrated live load. F. 3 m A 3 @ 4 m = 12 m LOAD w(LL) P(LL) SET 1 (1,2,3,4,5) SET 2 (6,7,8,9,0) 20 90 15 110 - USE DATA IN SET 1 - 1. Maximum Reaction at E 2. Maximum Axial Force on AB 3. Maximum Axial Force on BE 4. Maximum Axial Force on EF
asap ty
1. A continuous beam is loaded as shown. Using three moment equation, 20 kN 10 kN/m 5 kN/m 5 kN/m A TINTI. TINTI. OF TINTI 2m 1m -1m 2m - 2m 2m a. Compute the moment at A. b. Compute the reaction at B. c. Compute the reaction at C. d. Compute the reaction at D. e. Compute the reaction at E.
A 20'- B hinge 8 R₁, RC MD, and Vp 10' D 10' E Draw an influence line for reaction at A and determine the value of the reaction at Aifa 10 kip load is placed halfway between A and B Draw an influence line for reaction at C and determine the value of the reaction at C If the following group of loads is placed on the beam A 10 kip load halfway between A and B • A5 kilo at B A2 kpdat Draw an influence line for moment at D and determine the value of the moment at D for the worst case placement of a uniform load of 1.2 kips per foot that can be placed as needed over various segments of the beam
The reaction at the support D of the continuous beam ABCD, hinged at two points shown in below figure is يليمتليل 5m * 1.6 0 1.6 1 0.5 ↑ 0 0.5 1 5m B *** 5m 3t 6t - 3 m 3 m 3 5m 3t *** w *** 7m
The horizontal force acts on the structure in the figure below. Find the effect of the reaction at the end of 2 NΚ and DA, ignoring the weight of the members, DA on the member A and the reaction in the rolling bracket C articulated in CB
For the truss given below, what is the retraint that can not be remove to arrive with primary structure? CHOICES: a. None b. Reaction at D c. Reaction at C d. Vertical Component of the reaction at A thank you!!!