a. Calculate for the shear at column CB in kN using portal method.b. Calculate for the axial force at beam BF in kN. Calculate for the shear at column CB in kN for the frameshown in Figure 4 using Portal Method. Use a = 15.8 kN, b =%3D41.6 kN, and c = 30.1 kN, Enter absolute value only.“a" kNDH3 m"b" kNCK3 m"c" kNвJF4.5 mE5m4 m Calculate for the axial force at beam BF in kN for frame shownin figure 4 using Portal Method. Enter absolute value only.

Portal Method: This method is proposed by Smith. This is an approximate method for lateral load…

Answered: a. Calculate for the shear at column CB…

Engineering

Civil Engineering

a. Calculate for the shear at column CB in kN using portal method. b. Calculate for the axial force at beam BF in kN.

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: Part A The simply supported shaft has a moment of inertia of 21 for region BC and a moment of inerti...

Q: Draw the free-body diagram of the hand punch which is pinned at A and bears down on smooth surfaces ...

Q: The rigid bar ABC is supported by a pin at B, vertical steel rod at A and vertical bronze rod at C.D...

Q: internal 19.35 kips ´hinge A В C D 6' 3 kips/ft 6' E 12'- 12' 8'–

Q: A circle has its center at ( 3, 4 ) and tangent to the y - axis. A line has its point of tangency to...

A: ASKED: To compute the value of y, corresponding to the y-coordinate of a point of tangency to the gi...

Q: or the beam loaded as shown in the figure below, determine the following unknown using any geomet he...

A: E=120GPa To find deflection at point C

Q: Determine the member force CD (kN) shown in the figure. B 3 kN 2 m 45° A 30 30 2 m 2 m

A: Given data in question Truss Loading Span member length To find out Member force in CD

Q: ACTIVITY PROBLEM - The following are section notes of a five-level section Station 1+ 125 ? 12.0 -6....

Q: Determine the design moment capacity of the beam with given properties below. bf = 550mm bw = 350mm ...

Q: Compute the line shaft diameter to transmit 12 HP at 180 rpm with a torsional deflection of 0.08 deg...

Q: 3 Decimal Places 16. Use Slope-Deflection Method to solve for the moment reaction at C in kN-m on t...

Q: 3 Diverging Converging Inlet main Exit main Throat cone cone

A: Venturimeter is the divice to compute discharge by calculating the prrssure difference between the t...

Q: Two cables will lift an 18.500-meter-long prestressed pile weighing 3.806 kN/m. 1. Where should each...

A: The given values are as follows. Size of Side of pile cross-section= 30 cm = 0.3 m The Depth of pi...

Q: A block , 1ft square and 9 inches deep floats on a stratified liquid composed of a 6in layer of wate...

A: Given: Block area = 1 ft² = 144 in² Depth of block = 9 in Depth of water layer = 6 in Block is 1 in...

Q: 29 The common tangent of a compound curve makes an angle of 14" and 20° with the tangent of the firs...

Q: This is the part of the structural analysis and design process where the functional requirements of ...

A: Ans = (b) serviceability check In serviceability check the the functional requirements of structure ...

Q: A rectangular scow 9 m wide, 15 m long, and 3.6 m high has a draft in sea water of 2.4 m. Its center...

Q: Draw the shear and moment diagram of the beam shown. 32,kN Solution: 16 kN 4 kN/m 6 m B. D TEL 1 w=3...

Q: please help us in this particular problem thank you

A: We have to determine the value of degree of determinacy of the structures shown below and identify w...

Q: oa height of 9.84 in. The we nass of the empty tank is 5 kg owing questions. Show all you of the flu...

Q: A post tensioned bonded beam with a transfer prestress of 1560 kN is being wrongly picked up at its ...

Q: rom the same Port and goes S 44°28' E at a rate of 4 mph. Compute the the bearing of B from A at 5:0...

Q: t least 3 paragraphs, discuss the proper maintenance and usage of ladders. Discuss your idea on how...

A: A ladder is a collection of rungs or steps that can be upright or sloped. Rigid ladders, which are s...

Q: Two cylinders A and B, weighing 100 Ib and 200 lb respectively, are connected by a rigid rod curved ...

Q: In the 190.0 meter span cable and a horizontal load of 4.450 KN/m horizontal load, find the location...

A: γcon = 24KN/m3

Q: 12 5612 285 34' Determine interior angle 0, if the azimuth taken from north of line OA and OB, 285 3...

Q: 65. If a sphere of diameter 1 cm falls in castor oil of kinematic viscosity 10 stokes, with a termin...

A: Re= VD / v V= velocity=1.5 cm/s D= dua = 1 cm v= kinamatic viscosity= 10 stokes Re= (1.5*1)/10 Re=0....

Q: Determine the vertical deflection at the free 50 KN/m end and the slope at the left support of the e...

A: The given data is: I=30,000 cm4 E=200 GPa The FBD of the section is shown below:

Q: Calculate the absolute value of the horizontal displacement of joint B of the truss shown below. Ans...

Q: in Ra

Q: 3. A steel shaft transmits 30kW at 1500rpm. Considering allowable shearing stress of 351.6 kg find t...

Q: Analyze the given cable and solve for the tension forces for member BC, CD and the Total Length of t...

A: Cable: - It is flexible structure which is used to support transverse loads and tensile resistance d...

Q: Determine the magnitude of the reaction Dx of the figure shown. 4 kN/m No KN. 2 kN/m -hinges- 12 m. ...

A: Draw the FBD of beams ABC and CD. Then using equilibrium equations the horizontal reaction can be ca...

Q: Which of the following describes the water divide in an unconfined aquifer with recharge? Select the...

A: this question asking about statement that describe about water divide in an unconfined aquifer with ...

Q: The project team for a LEED-NC project is confident that they can earn 50 points and meet the prereq...

A: Answer is Option :4

Q: For the frame shown, sketch the shear and moment diagram. internal 19.35 kips hinge A В C D 6' 2.5 k...

Q: 135 KN |10 KN A B 2m +

Q: is a structural system that is often used in buildings and mainly composed of beams and columns that...

A: (D) FRAMES is the correct answer.

Q: Give 100 types of concrete failure

A: Carbonation and chloride contamination of the concrete are the two most typical reasons of failure. ...

Q: Size the supply circular duct system shown in figure below using equal friction method with pressure...

Q: 1. Calculate the degree of indeterminancy of the structure shown below.

A: Given data in question Truss To find out Degree of static indeterminacy Note Ds = degree of stati...

Q: Problem 1 For the given beam: C DO F A 8 m 3 m 3 m 4 m 4 m DL (kN/m) LL (kN/m) Set 15 A (1,3,5,7,9) ...

Q: A prestressed T beam shown which is reinforced with a bonded tendon having an area Aps = 1580 mm?, f...

Q: determine the maximum absolute reaction (negative or positive) at C in kN

Q: please help us in this particular problem thank you

A: Given Portal frame Calculate Shear force in CB Axial force in BF

Q: For the beam shown in figure 9 below, solve for the fixed end moment (FEM) at joint A in kN-m. Use a...

Q: QUESTION 4: LONG QUESTIONS Which of the following forces in the Figure below has the moment about po...

Q: 19.35 kips internal hinge A B C D 6' 3 kips/ft 12'- 8' 12'-

Q: MA = 12 kN. m w = 3 kN/m В 6 m

Q: State the degree of indeterminacy of the structures(1,2,3,4,5.). If the structure is unstable input ...

A: This question is related to the Structure Analysis.

Question

a. Calculate for the shear at column CB in kN using portal method. b. Calculate for the axial force at beam BF in kN.

Calculate for the shear at column CB in kN for the frame
shown in Figure 4 using Portal Method. Use a = 15.8 kN, b =
%3D
41.6 kN, and c = 30.1 kN, Enter absolute value only.
“a" kN
D
H
3 m
"b" kN
C
K
3 m
"c" kN
в
J
F
4.5 m
E
5m
4 m

Calculate for the axial force at beam BF in kN for frame shown
in figure 4 using Portal Method. Enter absolute value only.

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 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

Determine the following unknowns on the beam shown below using Area-Moment Method. Consider 150 mm x 150 mm section and E = 80 GPa. Show complete and organized solutions. a. Vertical Reaction at B in kN.b. Moment Reaction at A in kN-m.c. Deflection at point C in mm.d. Deflection at midspan of AB in mm. Valuea = 3.7b = 26c = 29 Thank you very much!
Q1. The force acting on the gear tooth is F = 20 N. Resolve this force into %3D two components acting along the lines (a-a) and (b-b). F. 60
A beam is loaded and supported as shown. (a) Use the double-integration method to determine the reactions at supports A and C. (b) Draw the shear-force and bending-moment diagrams for the beam. Assume w = 16 kN/m, L = 14.0m and El - 5.5x 104 kN-m? is constant for the beam. %3D A -L/2- Part 1 Cut a cross-section through the beam between points A and B, and draw a free body diagram to the left of the cut. Determine an expression for M(x) in section AB of the beam. Check your expression by calculating Mat x-3,5 m. M(x) A Answer: M(x) - kN-m + mA, eTextbook and Media
6. Use the three moment theorem to analyzo the Continuous beam shown below. Draw the shear force diayram and bending Monent diagram re B. 160 1-Sm 1.Sm Bm
Q2: Determine the vertical displacement of joint (B) of the steel truss shown in figure (2) (use the virtual work method). A=500 mm² for each member and E-200x 10³ MPa. A 5m 23 40 kN + Sm ↓ 40 KN + Figure (2) 5m 5m D
A horizontal cantilever beam, made of steel, is pin-jointed with a vertical brass rod at the end B, as shown in Figure 3. The end C of the rod is pin- jointed to the upper wall. A uniformly distributed load w and a point load P are applied on the beam and rod, as shown. The second moment of area of the beam / = 2 x 106 mm4 and the Young's modulus of steel Esteel = 210 GPa. The brass rod has diameter 5 mm and the Young's modulus of brass Eprass = 110 GPa. Under the current loads, the brass rod is extended by 2 mm. 600 mm 1 A 800 mm P= 2 kN Figure 3
Using the virtual work method, detemine the vertical displacement of joint Cof the steel truss shown in Figure Q3. Assume E= 200 GPa and A = 500 mm for all members. 4 m 300 kN Im 120 kN 4m 4m Figure Q3
Analyze beam using. displacement method of analysis as shown in Figure-I. to deteimine internai moments at supports. Assune A and C are rollers and B is pin. El is constant. 6 kN/an E -2 m- 4m- -4m 2m Figure-I
Question 4 Determine the vertical displacement of joint C of the truss. Each member has a cross sectional area of A = 300 mm², E = 200 GPa. Use the method of virtual work. A 30 kN -1.5 m- E ooooo B 20 KN -1.5 m- D 2 m
8. In figure shown assuming clockwise moments as positive, compute the moment of force F = 90kN at points A and D. If each square is 1m on a side. A F=90KN C 1 в A. MA = - 432KN-m; MD = 216kN-m B. MA = - 162kN-m; MD = 180KN-m %3D C. MA = - 270KN-m; MD = 162kN-m D. MA = - 126KN-m; MD = 54kN-m P75KN
Asap
200 KN 3 m > (3500) A B (5000) (5000) C 3 m (5000) (3500) E (5000) (3500) 3 m 4. Using Virtual Work Method, calculate the horizontal displacement at joint B for the truss loaded as shown. The areas in mm2 are shown in parenthesis. E = 200 GPa for all members. D