al answer.2P2P2P4 mEwP4mان EC4mSTAT-001 AGF-9 m-DNOF@1580B 1. A billboard truss shown, is loaded as shown in STAT-001.Compute the safe value of P so as not to exceed the axialforces of CE & CD of 80 kN (T) and 25 kN (T) respectively.2

Answered: Image /qna-images/answer/2ec45bcd-1397-443c-be61-10f89d9981eb.jpg

Answered: Compute the safe value of P so as not…

Engineering

Civil Engineering

Compute the safe value of P so as not to exceed the axial forces of CE & CD of 80 kN (T) and 25 kN (T) respectively.

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 value of the absolute maximum bending moment in the 12-m simple span due to a group of…

A: Answer Since maximum bending moment will occur under the load which has maximum value and at midspan…

Q: -25 kN/m 13 m 75 kN 3 m 4m B

A: Shear Force Diagram: The shear force diagram represents the shear forces at each point on the beam.…

Q: PROBLEM O1: For the cantilever beam loaded as shown in the figure. (1) Derive the expressions for…

A: The algebraic sum of the vertical forces at any section of a beam to the right or left of the…

Q: SITUATION VIII: A two-span continuous beam is loaded a shown in the figure. Assume El constant. 20…

A: Question is based on the continuous beam subjected to point load and uniform load . Magnitudes of…

Q: a) Compute for the moment of Inertia of the cross section b) Determine the maximum bending stress in…

Q: or the frame below, if the axial force in column AE is 9.18 k, what is the approximate axial force…

Q: Draw the shear and moment diagram and determine the V and Mmax of the max overhanging beam shown…

Q: in 79 A W250 x 49.1 section (with the web vertical) is used as a cantilever beam 4-m-long. The beam…

A: Given Data:Section W250×49.1 UDL=woIt is asked To determine: σmaxζmax.

Q: Problem 4. Determine the resultant of the line load acting on the beam ABC and its location from B.

A: Step 1. Equivalent Load Line load varies linearly from 1200 lb/ft at point A to 1700 lb/ft at point…

Q: Graph the shear diagram and determine the maximum shear of the beam

Q: Compute the value of EIS at point B of the simply supported beam ABC using moment area method. 600…

A: Find EIδ Value at B using moment area method

Q: Compute the critical buckling load and the critical buckling stress of W18x71 with a length of 30ft…

Q: Calculate the maximum bending moment for the moving load of the bridge using the following data's.…

A: Moving load on bridge : Bridge is considered as a simply supported beam In simply supported beam…

Q: A RC beam of cross section 420mm x 600mm is subjected to a shear force of 100 KN and torsional…

A: RC beam dimensions 420 mm x 600 mm Shear force SF=100 kN Torsional moment T=40 kN-m It is needed to…

Q: A reinforced concrete rectangular beam has a width of 315mm and an effective depth of 525mm. The…

Q: H.W.10: The beam shown below is loaded by service dead load of 45 kN/m and service live load of 25…

A: Service dead load = 45 KN/m Service live load = 25 KN/m fc' = 24 MPa fy = 420 MPa Design the beam…

Q: PROBLEM – Determine the cyclic strain due to rotation of a Reinforced Concrete Girder with a span…

A: Given data modulus of elasticity (E) = 10,000 ksi Yield stress…

Q: A rectangular beam has the following properties: bw = 300 mm d = 550 mm f'c = 21 MPa Stirrup…

A: “Since you have posted a question with multiple sub-parts, we will solve first three subparts for…

Q: 1.50 m COMPUTE THE HORIZONTAL AND VERTICAL COMPONENTS OF THE h,-4.50 m RESULTANT FORCE ON THE CURVED…

Q: Determine the forces in DF, EF, and EG in the truss shown diagrammatically in the figure.

Q: Q1. Given: f'c= 24MPa fy= 420MPa Design the beam for the maximum ultimate shear force. Beam width,…

A: Width of beam (bw ) = 500 mm Effective depth of beam (d) = 810mm Overall depth of beam (D) = 900 mm…

Q: effective depth of 550mm and the width of the web section is 300mm. It is reinforced at the bottom…

Q: 2. Design the beam for the maximum ultimate shear force for the beam as shown in Figure below, Beam…

A: Given Data Width of beam (bw ) = 500 mm Effective depth of beam (d) = 810mm Overall depth of…

Q: Draw Shear Force Diagram and Bending Moment Diagram for beam below by using Slope Deflection Method.…

A: Here dividing this beam into two parts AC and and CB Thus, Beam AC carries a udl wheread Beam CB…

Q: If the resultant force between the two forces acting on the hook is 12.5 kN, determine the angle…

A: To determine:The angle between the resultant and the vertical

Q: OMENT(M) AND SKETCH THE SHEAR FORCE AND BENDING MOMENT DIAGRAMS. NEGLECT THE WEIGHT OF THE BEAM. 3.)…

Q: Solve for the maximum flexural stress of a 300mm x 650mm rectangular beam. 5864 KN Im 8063 kN 60% m…

A: Rectangular beam = 300mm × 650mm Determine the maximum flexural stress in the beam.

Q: Question 1 R₁ 25 kN-m 1m 1 m 3 m 10 kN/m R₂ 2 m What is the maximum moment (KN-m) value from the…

A: Given data Find maximum moment

Q: Draw the shear and moment diagram and determine the Vmax and Mmax of the overhanging beam shown…

Q: Q3/ Design the RC beam for shear if the ultimate load Pu 51.4 kN, length (L) = 5 m, width (b) =300…

A: L= 5 m b= 300 mm d=500 mm pu=51.4 kN

Q: The reaction RB for a overhanging beam as shown in figure is given as 5 kN/m 5 kN 2 kN D AT 2m. Im-…

Q: Determine the value of Elv (in Ib ft3 )at midspan for the beam loaded by two concentrated forces if…

Q: "ROBLEM #4: DETERMINE THE SUPPORT REACTION FOR THE BEAM SHOWN BELOW: A 45 kN/m 9.50. 50 kN/m 200+…

Q: Show the following by using the cantilever method. a. Diagram indicating column shears and beam…

A: Various sorts of frame structures are accessible that have been utilized in building development.…

Q: THE CANTILEVER BEAM SHOWN IS SUBJECTED TO THE FOLLOWING LOADS. (A) DERIVE THE SHEAR FORCE EQUATION…

Q: Question 2. Shear Force and Bending Moment (LO2) For the beam below: Draw Shear Force Diagram • Draw…

A: To draw SFD and BMD

Q: Determine the value of Elv (in Ib ft³ )at midspan for the beam loaded by two concentrated forces if…

Q: If the magnitude of the 50kN point load is replaced by 65 kN and the magnitude of 70 kN/m…

A: Given data, Point load = 65 kN UDL = 83 kN/m UVL = 90 kN/m at maximum and 0 at starting.

Q: 10 kN 3 kN/m A |B - 6 m -

Q: Structural Theory Sketch the shear and moment diagram for the beam loaded shown. 6kN/m 10kN 4kN/m…

A: Given Data:Total span = 6mUvL=6kN/mUDL=4kN/mConcentrated load = 10kN Sketch the shear and moment…

Q: THE CANTILEVER BEAM SHOWN IS SUBJECTED TO THE FOLLOWING LOADS. (A) DERIVE THE SHEAR FORCE EQUATION…

A: A beam having simple support or fixed support, due to loading on the beam this support goes under…

Q: Compute the maximum bending moment of the given beam below. (kN-m) Note: Use two (2) decimal places…

A: Maximum Bending moment will be at the point where the shear force value is zero.Consider the below…

Q: 36 kN/m В A 4 m 2 m

A: Since ends are fixed so Slope at A and B is zero.

Concept explainers

Graphical Methods

The graphical method is a method of solving equations involving more than one variable using the Cartesian coordinate system. In civil engineering, the use of the graphical method is limited to the problems involving two variables. The graphical method has a great impact in solving the questions regarding engineering mechanics.

Question

al answer.
2P
2P
2P
4 m
Ew
P
4m
ان E
C
4m
STAT-001 A
G
F
-9 m-
D
NO
F@15
80
B

1. A billboard truss shown, is loaded as shown in STAT-001.
Compute the safe value of P so as not to exceed the axial
forces of CE & CD of 80 kN (T) and 25 kN (T) respectively.
2

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: Given data in the question

VIEW

Step 2: Calculate support reaction

VIEW

Step 3: Calculate safe value of P

VIEW

Solution

VIEW

Step by step

Solved in 4 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

C. Beam loaded as shown in Fig. below* 30 kN 35. A 1 m Determine the following: B Reaction support at point B. a. 56KN (Downward Direction) Ob. 56KN (Upward Direction) c. 35KN (Downward Direction) Od. 35KN (Upward Direction) 3 m 50 kN to C 2 m D
i need the answer quickly
show complete solution
PLEASE ANSWER IN 30 MINS, THANKYOU
A rectangular beam with limited size of 300mm is to be designed for an ultimate moment of 550 kN·m with f’c = 28 MPa and fy = 420 MPa. The effective depth of the tension bars is 500 mm and 70 mm for compression bars. 13. Determine the the maximum tensile steel ratio if the tensile steel strain will not be less than 0.005 for a more ductile failure.
The total length of the beam shown below is 10 m and the uniform load Wo is equal to 15 kN/m. Wo X What is the moment (kN-m) at midspan if x = 2 m? Select the correct response: -37.5 -187.5 187.5 37.5 G 0 Q O
For the frame below, if the axial force in column AE is 9.18 k, what is the approximate axial force in column BF? Use the cantilever method. K 20 kN 4 m 40 kN E F H 6 m A B D -8 m -6 m- -8 m- a. 4.59 k O b. 2.29 k О с. 18.36 k O d. 9.18 k
A reinforced concrete rectangular beam has a width of 315mm and an effective depth of 525mm. The beam is reinforced with six 25mm diameter tension bars. Take fy=400MPa and fc=29.50MPa. What is the maximum moment using the NSCP 2015, kN-m? What is the nominal moment capacity of the beam, kN-m?
Analyze the beam loaded and supported as shown using Area-Moment Method: A 36 kN/m 4 m 2m B
Determine (a) the equations of the shear and bending momentcurves for the beam and loading shown (1-5), (b) draw the shearand bending moment curves for the beam and loading shown, (c) themaximum absolute value of the shear and bending moment. F1= 38 kN w1= 14 kN/m
A rectangular beam 300 mm wide is to be designed for an ultimate moment of 750 kN·m with f’c = 28 MPa and fy = 415 MPa. The effective depth of the tension bars is 500 mm and 70 mm for compression bars. determine the maximum tensile steel ratio if the tensile steel strain will not be less than 0.005 for a more ductile failure.
show complete solution