Calculate the support reactions of the system given below a) Calculate the values of M1, N1 b) Calculate the values of M2, T2 4f y(x) 12X (L – x) equation of 2° parabola q=15 KNm (2) 30 kN tangent horizontal G (1) 8 m 8 m 2° parabola 2 m A 8 m 16 m 12 m 36 m

Calculate the support reactions of the system given below a) Calculate the values of M1, N1 b) Calculate the values of M2, T2 4f y(x) 12X (L – x) equation of 2° parabola q=15 KNm (2) 30 kN tangent horizontal G (1) 8 m 8 m 2° parabola 2 m A 8 m 16 m 12 m 36 m

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: Beam AG is supported by a pin support at A and a roller support at G. Calculate all the support…

A: Given beam is a simply supported beam having point load OF 15kN, 5kN, 5kN at B,C and E respectively.…

Q: a) Determine the support reactions at A and B, if /is equal to 50 N/m. b) What should be the value…

Q: 113k 78k 9 ft G H 78k 9 ft D 78k E 9 ft A C B 9 ft- -9 ft-

Q: Each rmember of the frame shown in figure below weighs 50 kN/m. Compute the horizontal and vertical…

Q: Question 1: (B): Replace the distributed loading by an equivalent resultant force and specify where…

A: The given figure is shown below:

Q: In Problem D: Determine the magnitude of the force acting in member FG. Say F1 =F2 =F3 = 8 kN and…

A: We can solve the member forces of a truss by 2 methods . Method of joints Method of sections I…

Q: Problem I Compute for the moments at support of the beam loaded as shown : OMA INKEE А SMA RA P = 40…

Q: Calculate the moment of inertia about centroidal axis.

A: In the given image, b=159 mm d=216 mm t=37.4 mm

Q: The continuous beam is loaded as shown below. a. b. C. determine the moment at point 1 (M₁)…

Q: Determine the reactions R₁ and R₂ of the beam is loaded with a concentrated load of 1600lb and a…

Q: 2. Consider following beam: Given: F(Ay) = 645 N 600 N 1000 N B కా D -7.5 m- 1m a) Determine…

A: Given : - A beam is shown with F(Ay) = 645 N Uniformly distributed load of 600 N between A to C…

Q: 2. Beam AG is supported by a pin support at A and a roller support at G. Calculate all the support…

Q: Replace the loading system at point 0. 0.2 m -1.5 m- 30° 450 N 2m 200 Nm Counterclockwis

Q: 25" A у I 35"- F = 200 lb 30⁰ B - Х : ...

Q: The continuous beam is loaded as shown below. a. b. C. determine the moment at point 1 (M₁)…

A: Solution: RA+RB=703×2+70-703×12×3=116.67 kN ∑MB=0 RA×2-703×2-70-703×12×3×23=0RA=46.67…

Q: Question 6 Solve the given frame using virtual work method. Assume E- 200 GPa and I- 800 x 106 mm. F…

A: Virtual work method is not required here as structure is having one fixed support at A. It is an…

Q: Statics of Rigid Bodies (Round off to two (2) decimal places. Include negative sign (-) if the…

A: Given Load 200 lbAngle 30Span 35 inchesTo find Moment at point A

Q: Determine the support reaction at Cusing Conjugate Beam Method. Indicate the negative sign if the…

A: In the real beam the support reactions are ∑MD=0 RC×6=12×12×36×4+5×12×6+15RC=206.5 KN ∑Fy=0…

Q: -) The Stokes-Oseen formula for drag force (F) on a sphere at low velocity Vis: 91 F = 3лµDV + 16…

A: It’s homogeneous

Q: The mechanism shown is used to lower handicapped persons into a whirlpool tub for therapeutic…

Q: Determine the magnitude of normal reactions at roller C (Nc), unit N. Set P = 123 N; a = 0,3 m. P…

A: We have to find the value of NC.

Q: The structure rests on a frictionless support at A and pin connected at D. Determine the reaction…

A: At support A due to frictionless surface no movement in upward and downward. Due to simply support…

Q: An overhanging beam AB is loaded as shown in the figure and is resting on roller support at A and…

A: Given data:

Q: L A 25' 15⁰ 40° C F = 13 kips 15' B n

A: A simply supported beam inclined at 15°Force of 13 kips acting at C at 40 ° with vertical of…

Q: The continuous beam is loaded as shown below. a. b. C. determine the moment at point 1 (M₁)…

Q: 2. 120 kN 120 kN 150 kN E B D F 6 m m 6 m m 4 m- 21 E = 200 Gpa I = 500 (106) mm4

A: Applying Clapeyron's theorem of three moments for the spans AC and CE of the continuous beam ACEG:…

Q: The collar of mass m (given below) is moving along the smooth guide shown. Its velocity is 2 m/s…

A: This problem is analyzed by using the equilibrium equations of the force. The algebraic sum of…

Q: QI: The three forces shown in Figure are required to cause a 250 N as a resultant acting…

Q: 100 Kg A C D - 3.00 m -イ 5.00 m 4.00 m 300 Kg

Q: The continuous beam is loaded as shown below. a. b. C. determine the moment at point 1 (M₁)…

Q: Consider the system shown in Cauca.11 Figure 4m 6m 1of1 ) Bott Hed Part A Determine the z, y, and a…

Q: The member is supported by a pin at point A and cable CB. A cylinder with a mass of 50 kg is…

A: Find Reaction forces at A and tension in cables

Q: The continuous beam is loaded as shown below. a. b. C. determine the moment at point 1 (M₁)…

Q: Members, determine the following if the External Load F is equal to the magnitude of the x -…

Q: Y kN 30° 30° Am A -1.5 m- Bm X kN 9. What is the moment reaction of the support at A? (kN-m) 10.…

A: Given:- X=137, Y=37, A=6, B=8, and C=1 To find:- Moment at A Vertical reaction at A Horizontal…

Q: A fixed crane with a mass of 2000 kg uses a stainless steel cable (Yield Strength = 210 MPa) to lift…

A: Given Mass of crane=2000kg Yield strength=210MPa Mass to be lifted=2400kg

Q: Consider the beam given in the figure. Given E=29000 ksi and I=100 in4 . Compute the the…

A: To determine the support reactions of the beam. Given, is a statically indeterminate beam, with…

Q: -A- A man stands on the middle rung of a 250 N ladder resting on a smooth floor and against a wall…

A: The mass of man = 1025N ( Weight = 104.4kg)

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

Calculate the support reactions of the system given below
a) Calculate the values of M1, N1
b) Calculate the values of M2, T2
4f
y(x)
12X (L – x)
equation of 2° parabola
q=15 KNm
(2)
30 kN
tangent horizontal
G
(1)
8 m
8 m
2° parabola
2 m
A
8 m
16 m
12 m
36 m

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 5

Step 6

Step 7

Step 8

Step by step

Solved in 8 steps with 12 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 continuous beam is loaded as shown below. a. b. C. determine the moment at point 1 (M₁) determine the moment at point 2 (M₂) determine the moment at point 3 (M3) T Ri 2M 70kn/m R2 фоко/м 2M ·Im R3
Question. Determine the reactions and draw the shear and bending moment diagrams by using the Three Moment Equation method. Show the detailed solution.
(a) Compute the reaction at support B of the beam shown below using the force method. (b) Compute the vertical displacement at point C in terms of EI. (Hint: The equation in the box below can be used to compute any needed displacements). A 4 m 30 kN L -b. 4 m B 3 m 20 kN 6 с Displacement, A (upward positive): Pbx 6LEI 0 < x
y=25kN/m P1=24kN P2=7kN
Beam AG is supported by a pin support at A and a roller support at G. Calculate all the support reactions for the given condition (Figure 2). 15 kN 5kN II B C+ 0.5 m 1m 12kN A₁ tombe 0.5 m 1m 5kN 20 kN.m 4 0.5 m 5 kN/m 1m
Problem 3: 4 kips/ft Determine the following: a. The reaction at support A, R = b. The reaction at support B, R= 15 ft- 20 kips 5 ft 3 kips/ft -15 ft- 20 ft- B 15 ft ?
To solve for the moment and reactions of the beam shown, the three-moment equation is useful. The three moment equation is given as: 6Ab 6Aa + L1 MĄ(L1) + 2Mg(L1+ L2 + MCL2) + Assuming that there is no settlement of supports and El is constant for the whole structure. 6Aa 6Ab is called the "Factors" of the three-moment equation which can be determined by using the Moment-Area diagram of the left span and right span of the beam and also by L1 using integral calculus. L2 For the loading shown below, determine the value of the resulting "Factors" when W1 = W2 = 17 kN/m, a = 3 meters, b = 2 meters. ROUND OFF TO TWO DECIMAL PLACES. W1 W2 A a a b b b
HELLO PLEASE HELP NUMB 1, WITH COMPLETE SOLUTION. PLEASE DO NOT MAKE IT COMPLICATED THANK YOUU! 4 DECIMAL PLACESS
Find the support reactions at A, B, C, and D. Assume E = 200GPa, and I = 1705 x10^6mm4
A disc of mass m is rigidly connected to point O through bar O A of length L and undergoes plane motion. The disc is also connected to two frictionless roller supports on either side through two linear springs of stiffness k. AlIl members except the disc are inertialess. The undeformed length of springs is R when 0 = 0. At the initial instant, suppose 0 = 1rad/sec and 0 = 0 where 0 is taken positive in the counter clockwise %3D direction. Suppose that the values of ratios k are specified in rad/sec? as, = and m 5* g min R When 0 = 60° or T/3 radians, (a) The angular acceleration 0 in rad/sec? is (b) The angular speed 0 in rad/sec is
The continuous beam is loaded as shown below. a. b. C. determine the moment at point 1 (M₁) determine the moment at point 2 (M₂) determine the moment at point 3 (M3) T Ri 2M 70kn/m R2 фоко/м 2M ·Im R3
What is the value of w? Solve the resultant of the trapezoidal load.