A beam of which points C, E and G are (Roller), and point B is (Hinge),Points B and F are (Pin), and the beam is affected by two forces: 1.2kips/ft (Live Load) and 2 kips/ft (Dead Load).What is the reaction force of supporting points B, C, E and G under theaction of static load?Tip: The distribution position of the live load can be appropriatelyselected, and the static load is the self-weight of the structure itself,so the whole beam is evenly distributed A-12²-+-+-B-30CD++84422-EF+84-2HG--++-12--/-22-

Answered: Image /qna-images/answer/420070c1-2b16-406e-9e5b-0259b30377bd.jpg

Answered: A 124 D back B C₁ -30² 00 22- E F…

Engineering

Civil Engineering

A 124 D back B C₁ -30² 00 22- E F -22124 H

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 T-section is pin-joint supported at point A and simply supported at point B with an…

A: For the equilibrium of the beam (i)∑MA = 0 (CCW +ve , CW -VE) (RB x 2.5) - (P x 1.25) - [2 x 1.5 x…

Q: w and uses 0.35 m/sec of water at itted from full scale turbine assumi

Q: PROBLEM 2: A bicyclist starts from rest and after travelling along a straight path a distance of 20m…

A: Note- Data of problem 2 is clear and given and hence, it is solved. given initial velocityu=0 m/s…

Q: ale turbine is req d to run at 430 rp ops 100 kw and ill be admitted fr n/

Q: A column is to be reinforced with 8-28mm diameter bars. if 25 mm diameter bars are substituted, how…

A: Area of reinforcement =8*π4*282=4926.02 mm2 Area of 25 mm dia bars = π4*252= 490.87 mm2 No of 25 mm…

Q: In the Figure 6, the absolute force value in the bar BC is (in kN): Figure 6: 5 m X A 20 KN 5 m 5 m…

Q: ACCORDING TO THE MAXIMUM PRINCIPAL STRESS THEORY, WHEN A SHAFT IS SUBJECTED TO A BENDING MOMENT OF 2…

A: given- Maximum principle stress theory-Bending moment M=2 kN-mTorque T= 2 kN-mAxial tension σ=220…

Q: A concrete dam holds 10 m of static water as shown in the figure (not drawn to the scale). The…

Q: Q7/A precast beam is to be used as a bridge over a small roadway. Concrete dimensions are b= 500 mm,…

Q: Determine the tension T in the belt needed to overcome the tension of 200 lb created on the other…

A: Given :

Q: Estimate the (See figure below). The foundation exerts a uniform vertical stress of 120 kPa at…

Q: Q5/ A beam with a length L is attached to the wall with a cable as shown. 3 A load W = 400 lb. is…

A: Solution: Given: W = 400 lb L = 120 in h = 50 in x = 10, 30, 50, 70, 90 and 110 in

Q: (Derive the Rankine active earth pressure of a soil at a depth of z using Mohr Circles, and failure…

Q: Problem 2: Four 3x3x1/2 equal leg angles are laced together as shown in Figure 3 to form a column…

A: “Since you have asked multiple question, we will solve the first question for you. If you want any…

Q: Plot the magnitude of the resultant R of the three forces as a function of 0 for 0≤0≤360°. After you…

Q: Determine the effective length factors for all of the columns of the frame shown in the accompanying…

A: Determine the value of I/L Section I L I/L W16× 26 301 20 15.05 W16× 31 375 24 15.63 W8×…

Q: A balloon is filled with methane of density 0.75 kg/m³. Let the density of air is 1.25 kg/m³. Find…

A: The given data is: Density of methane=0.75 Kg/m3 Air density=1.25 Kg/m3 Weight of the man to be…

Q: H.W2 Determine the maximum deflection of the simply supported beam. E = 200 GPa and I = 39.9(106)…

A: For equilibrium of statics ∑MA = 0 (cw +ve, ccw-ve) (RB x 6) +10 -40 =0 ; RB = 5 KN (upward) ∑Fy =…

Q: The porosity of a soil is 0.35. Given G, = 2.70. Calculate: a. Saturated unit weight. (Enter your…

Q: find the most probable value of c=96°22'41

A: Assume weight is 1. Constant of c is 1. Normal equation of C 1×1c=96°22'41''

Q: 3.a The specific storage of a confined aquifer is 5x105 m. If the aquifer is 50 m thick, how much…

A: Note: As per our guidelines for multiple questions only one question can be solved for other…

Q: Q-2.3 A kaplan turbine develops, 1500 kW power at average head of 30 meter. The speed and flow…

A: Given :- Power, P = 1500 kW = 1500*103 W Average head, h = 30 m Speed ratio = 2.1 Flow ratio, kf =…

Q: A soil sample has a unit weight of 15 KN/m^3, when oven-dried completely, the soil sample has a unit…

A: given Since the dry unit weight of soil is lesser than the bulk unit weight.dry unit weightγd=15…

Q: Calculate the difference of the future amount of annuity due and ordinary annuity. Given that the…

Q: Find reaction forces and all the force members with the corresponding types of force for the give…

A: Consider the figure, Here, T is the tension and C is the compression.

Q: You will develop an Android app for vehicle entertainment system. The user use the app via GUI and…

A: A Fragment represents a reusable portion of your app's UI. A fragment defines and manages its own…

Q: A finished concrete channel 2.40m wide has a slope of 0.5° and a water depth of 1.2m. Predict the…

Q: Q-2.3 A kaplan turbine develops, 1500 kW power at average head of 30 meter. The speed and flow…

A: step 1-

Q: Problem A truss is subjected to the following forces as shown. Determine: (a.) The magnitude of the…

A: AH is the horizontal reaction at joint A AV is the vertical Reaction at joint A BV is the vertical…

Q: The data as shown below are the elevations of each corner of piece of land. Every side of square is…

Q: A concrete column 4m high and 400×200mm in section is reinforced with six No.20mm diameter steel…

A: Given values, L= 5 m Area = 400 * 200 mm Reinforcement : 6 nos of 20 mm diameter Permissible…

Q: b) How much axial load the column can carry under ASD Design strength, b1). using AISC column…

A: Given Data:Length L= 10mFy= 250MpaE=200000MpaA= 4742mm2d=304.8mmIx=59.94×106mm4Iy=1.86×106mm4

Q: Calculate the slope and deflection at the right end of overhanging beam. Assume El = constant. ₁ 100…

Q: Explain the recommended construction practices to avoid detrimental differential settlement in large…

A: Displacement of the soil due to loading on the structure is said to be settlement. Settlements of…

Q: A locomotive on BG track with four pairs of driving wheels each carrying axle load of 20 tonnes is…

Q: (c) A circular cylinder is rotated about its own axis at a constant rate of 1500 rpm Determine the…

Q: A layer of sand extends from ground level to a depth of 9m and overlies a layer of clay, of very low…

Q: estion 1 d reaction forces and all the force members with the responding types of force for the give…

A: To find the force in each members and support rea

Q: The blades of the portable fan generate a 1.2-lb thrust T as shown. Compute the moment Mo of this…

Q: 1) Derive the relationship between Young's modulus (E) and Bulk Modulus (K).

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

Q: What is the role and obligation of the Employer's agent in the General Conditions of Contract…

A: Concept- General Conditions of Contract- A formal agreement between the buyer and the supplier, as…

Q: In the Figure 5, if the Young modulus is 200 Gpa, the strain percentage in the direction of the…

Q: TYPEWRITTEN ONLY FOR UPVOTE. DO THIS COMPLETELY. SHOW SOLUTIONS AND ALSO FILL OUT THE TABLE BELOW.…

Q: 22.A column is SEN S3 m 2 m in plan as shown E EMMANUEL Fig.3. Given: DASHE 1.5 m, f ¢= 22°, CC = 60…

Q: 11.17 A plate load test was conducted in sand on a 300 mm diameter plate. If the plate settlement…

Q: Reinforced concrete water storage tanks are going to be used to hold water with high salinity and…

A: Following is required answer :

Q: Q.10. To predict the drag on an aircraft at a flight speed of 150 m/s, where the condition of air is…

A: Given data: flight speed = 150m/s sound =310m/sec

Q: WATER TANK IS 5 IN DIAMETER AND 6 HIGH. IF THE TANK IS TO BE COMPLETELY FILLED, DETERMINE THE…

Q: ve load is 4 KPa and dead load is 800 Pa, determine the safe dimension I girder G-1 using d = 2b and…

A: b= 17.68 mm d= 35.36mm

Q: Use Castigliano's second theorem to determine the deflection at the point B of the cantilever beam…

A: Given data I = 670 × 106 mm4 E = 300 GPA = 300 × 103 N/mm2

Question

A beam of which points C, E and G are (Roller), and point B is (Hinge),
Points B and F are (Pin), and the beam is affected by two forces: 1.2
kips/ft (Live Load) and 2 kips/ft (Dead Load).
What is the reaction force of supporting points B, C, E and G under the
action of static load?
Tip: The distribution position of the live load can be appropriately
selected, and the static load is the self-weight of the structure itself,
so the whole beam is evenly distributed

A
-12²-+-+-
B
-30
C
D
++844
22-
E
F
+84-2
H
G
--++-12--/
-22-

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 by step

Solved in 2 steps with 2 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

Refer to the beam loaded as shown. (a)What is the Value of horizontal reaction at the fixed support?(b)What is the value of resulting couple at A?
Replace the distributed loading by an equivalent resultant force and couple moment acting at point A.
GIVEN: L1 = 4.5 m W1 = 10 kN/m L2 = 1.2 m W2 = 12 kN/m L3 = 0.5 m L4 = 12 m L5 = 1.5 m A. What is the maximum shear in Beam D-E-B? B. What is the maximum moment in Beam A-B-C?
What is the moment of the distributed load about the pin O? (a) 473 kN-m clockwise.(b) 338 kN-m clockwise.(c) 338 kN-m counterclockwise.(d) 270 kN-m counterclockwise.
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.
reply asap!! An 8-meter long horizontal beam is supported to the left end by a fixed support and supported to the right end by a roller support. A uniformly varying load from O at the left end to 50 kN/m at the right end is applied onto the beam. Assume that the vertical reaction at the roller support is 165% of the vertical reaction at the fixed support. Calculate for the value of the maximum bending moment in the beam (in kN-m). Input to the nearest two decimal places. Add a negative sign before the numerical value of your answer if needed.
The beam AB has a negligible mass and thickness and is subjected to a triangular distributed loading. It is supported at one end by a pin and at the other end by a post having a mass of 50 kg and negligible thickness. Determine the minimum force P needed to move the post. The coefficients of static friction at B and C are μB = 0.4 and μC = 0.2, respectively.
A simply supported 4-m long beam is made up of 80% grade Kato. The beam is carrying a uniform load of 12 KN/m all through out its length and a concentrated load of 800 N 1 meter from the left support. The cross-sectional area of the beam is indicated below. a. What is the maximum shear of the beam in KN? b. What is the maximum moment of the beam in KN.m? c. What is the distance (in mm) of the neutral x-axis from the indicated x-axis?
d)Determine the internal torque (in N-m) in section B.
The structure of a beam with single supports is subjected to a moment MA at the pinned end A, an inclined load FB applied at point B, and a uniformly distributed load with intensity q1 on the segment BC. Find the support reactions at joints A and C, then calculate the internal forces at the midpoint of BC. MA= 380 N.m FB = 200 N q1= 160N/m a= 3 m b= 2m
M1 at point B is 10 kips-ft, P1=12 kips is 9 ft from point A; and w1 = 1.5 kips/ft is distributed along the length of the beam which is 22 ft. If the 1.5kips/ft uniformly distributed load will be transformed into a singular concentrated load, what will be the magnitude of Moment taken at point A? What is the equivalent singular Resultant force of the loads shown? Determine the location of the resultant R from point A.
Dead Load= 20 kN/mLive Load= 30 kN/mUnit weight of concrete= 23.56 kN/cu.mf'c= 27.6 MPafy= 414 MPaCompute the shear and moment diagram.