60KNAANALYZE THE STRUCTUREUSING PORTAL FRAMEMETHODCompute:1.Axial Load of AD2.Moment at Support B3.Moment of Member EF at EShow Complete SolutionB7mE5mLLF8m

Answered: Image /qna-images/answer/63622418-8b0d-4eaf-9f2b-24871064d979.jpg

Answered: 60KN A D ANALYZE THE STRUCTURE USING…

60KN A D ANALYZE THE STRUCTURE USING PORTAL FRAME METHOD Compute: 1. Axial Load of AD 2. 3. Show Complete Solution 7m Moment at Support B Moment of Member EF at E B E 5m O F 8m

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: Calculate the forces in members BE and BD of the loaded truss. The forces are positive if in…

Q: For the given frame shown, consider the member AB, determine the following 6 kN/m B 4 m A 3 m…

A: To determine the maximum shear and moment in member AB of the given structure. The given problem…

Q: Solve for the resultant of the six loads on the truss shown The loads are given In kips (K)(I klp =…

A: Solution: Free Body diagram :

Q: METHOD OF SECTIONS 20 KN 10 KN 10 KN D 3 m. F C G 2 m. 2 m. 2 m. 2 m. DETERMINE MEMBER FORCE RE:

Q: Determine the forces in members BE and CE of the loaded truss. The forces are positive if in…

A: Given: Required : Force in member BE and CE

Q: Determine the foreces in the members marked by "x" in the truss loaded as shown belwo. Use method of…

A: Using the method of section: Considering the joint D: ∑Fx=0FDJ=45 KN (T)

Q: Determine the safe span that a 100 * 150 mm purlin would have if it has a spacing 800 mm on centers,…

A: According to given data a 100 * 150 mm purlin if it has a spacing 800 mm on centersa roof load of…

Q: 6. Determine the forces in members BD, CD and CF of the truss loaded as shown in the figure.…

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

Q: The beam AD is carrying a linearly varying distributed load as shown below. The beam is supported by…

A: Given data5 member steel truss is givenFind1) maximum shearing stress in the pin at connection…

Q: What is the maximum absolute shear for the following beam and load group? Use L = 20, a = 4, b = 3,…

A: Maximum absolute shear in the beam. Given, P1 = 4 P2= 2 P3= 3

Q: For the truss and loading shown; a.) determine the force in all the truss members. 3 kN b.)mention…

A: Finding out forces in member.

Q: DETERMINE THE STRESS IN EACH MEMBER OF TRUSS LOADED AND SUPPORTED AS SHOWN. RAV SOON a 300N 6 3 300…

Q: Determine the force in member BE of the loaded truss. The force is positive if in tension, negative…

Q: ANALYZE THE STRUCTURE USING PORTAL FRAME METHOD. COMPUTE: RECUNDED. AXIAL LOAD OF AD AINT ALL MOMENT…

Q: The cantilevered W530 x 150 beam shown is subjected to a 8.5-kN force F applied by means of a welded…

A: F=8.5kN To find equivalent couple force system at point O

Q: A simply supported beam 300mm x 500mm has a span of 5m. The beam is reinforced with unbonded…

A: simply supported beam : A simply supported beam is one that is supported by only two points and can…

Q: A flooring system consists of parallel I-beam sections spaced at 3 m. on centers simply supported…

A: Given - Floor load of 750 N/m2 A = 11,500 mm^2 d = 350 mm; tw = 10 mm bf = 250 mm; tf = 16 mm Ix =…

Q: Channel sections are used as a purlin. The top chords of the truss are sloped at 5H to 2V. Trusses…

A: Given, DL= 750 Pa LL= 1000 Pa WL=1400 Pa Spacing of purlin=1.4 m Spacing of truss=l= 5m Slope= 5H:2V…

Q: A triangular beam having a base width of 433 mm has a total depth of 776 mm. It is reinforced with…

Q: From the given truss shown, compute the force at section CK. Given the allowable shear stress of 70…

Q: SOLVE FOR THE FORCE IN ALL MEMBERS OF THE TRUSS. SHOW SOLUTIONS CLEARLY USING METHOD OF JOINTS AND…

Q: If the maximum allowable force (tensile or compressive) in members BC in the truss shown known to be…

A: Option C is correct ( P= 36 KN )

Q: For the below truss system and loading: Complete an approximate analysis assuming the diagonals are…

Q: Show FBD and complete solution. Determine the horizontal and vertical components at A and C.…

Q: H.W No.1: The concrete I-beam of figure is pretensioned with four bounded stranded cables having…

Q: The beam CD is rigid and it rests on two posts as shown. Both posts are made of steel and have a…

Q: Calculate the ultimate moment capacity of the beam whose width is 400mm and effective depth d = 700.…

A: Given:Beam width, b=400 mmEffective depth of the beam=700 mmsteel area in compression =1953 mm2steel…

Q: APIENT 2. Use the method of sections to determine the forces in members AB, FG, AH, and GH. 3 ni…

Q: What is the shear force in member NC?

A: Shear force: - It is defined as unaligned forces due to which one part of body pushes in a specific…

Q: Determine the force in member CD (in kN, round-off to 2 decimal places, include "-" if in…

Q: Exercise No. 1: Draw the shear and bending moment diagrams for girder AB. Also determine the maximum…

A: The algebraic total of all the forces operating on either side of the section is known as the shear…

Q: Determine the resultant moment of forces about the point O? Neglect the beam thickness KKN -15 m…

Q: In reinforced beam having a width of 300 mm and an effective depth of 600 mm, carries a moment of 80…

A: This question is related to Design concrete structure. There is Option (A) 200 mm is correct answer.

Q: Determine the design moment capacity of the beam with the following sections properties. Given: d…

Q: P6-5. Sketch the bending stress distribution over each cross section. (a) M P6-5 (b)

A: Two members cross section are shown in the above figure. We have to draw bending stress distribution…

Q: Problem NO. 1. Determine the force acting on members CE, CD and BD. Use method of Section to…

Q: use method of joint find out Force in member AC.

A: Given, A truss,

Q: B 30⁰ P N 10 kN M L 20 kN FV 0 6 panels at 5 m K G 20 kN J 20 kN 30° 10 KN

Q: lo' lo 0.SP

Q: Use Portal Method: A. Column Shear B. Column Moment C. Girder axial forces, moments and shear

Q: ced 1.4m on centers. Use the properties of the channel section given below. Loads: (Consider all…

A: According to given data The top chords of the truss are sloped at 5H to 2V. Trusses are spaced 5m…

Q: The section of a reinforced concrete T-beam has d= 500mm bf = 600mm t = 100mm bw =…

A: Data Given: d= 500mm bf = 600mm t = 100mm bw = 300mm. diameter of bar = 28 mm # of bars (n) = 12 Fy…

Q: 00144 0.01am 0.09m 0.0144m 0.09m For the beams shown below: 1- Draw shear force and bending moment…

A: Note:-As per the guidelines we are only supposed to answer first question. With three sub parts.…

Q: 12m 12m D 5m, C

Concept explainers

MATLAB

MATLAB software is a registered trademark, multi-model programming language, and numerical computing environmental system created by MathWorks. 'MATLAB' is the short-form of "Matrix Laboratory". The MATLAB software permits the utilization of matrix operations, graphical representation of data, execution of algorithms, development of user interface, and linking programs created in other languages. Even though MATLAB is developed mainly for numerical computing, there is an optional toolbox that uses a symbolic engine known as MuPAD giving access to all the symbolic computing abilities. In addition to this, a Simulink package delivers graphical multi-domain simulation and design that is model-based for embedded and dynamic systems. MATLAB users are spread worldwide across the world and use MATLAB extensively.

Question

60KN
A
ANALYZE THE STRUCTURE
USING PORTAL FRAME
METHOD
Compute:
1.
Axial Load of AD
2.
Moment at Support B
3.
Moment of Member EF at E
Show Complete Solution
B
7m
E
5m
LL
F
8m

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 beam shown below has a cross section of channel shape with width b-400 mm and height h=80 mm, the web thickness is t-12 mm. Determine the maximum tensile and compressive stresses in the beam due to uniform load. And draw. 3.2 KNi m 400 mm 2 KN.M BO 80 mm 12 mm 3m 1.5m
The steel framework is used to support the 4-in. reinforced lightweight concrete slab (unit weight = 94 lbs. /ft?) that carries a uniform live loading of 500 lbs./ft?. Sketch the loading that acts along the members BE and FED.Set b = 10 ft, a = 5 ft. %3D ... SLAB(1).png C B D A ´E F b
The floor system used in a school classroom consists of a 4 in. Reinforced stone concrete slab. Sketch the loading that acts along joints BF and side girder ABCD.
Solve for letter D. thanks!
2. For the truss shown below, determine the forces in members UP, QL, JK. Assign a negative value for tensile forces and positive value for compressive forces. Use 3 decimal places accuracy for the final answer. QR S TU H. N B DE F OG P1 P1 P2 P2 P2 P1 L Given • P1 = 32 kN • P2 = 44 kN • L1 = 5 m • L2 = 3 m . H= 3 m
Determine the positive nominal flexural strength Mn of the T-beam in the figure below. Assume fc′ = 21MPa and fy = 420MPa Determine the effective width of the flange if the clear spacing of the beams is 2m while the clear span length of the beam is 3m. Determine the Nominal Moment Capacity of the beam considering that the diameter of stirrup is 10mm and the concrete cover is at 40mm.
a.what is the maximum bending stress fbx (MPa) in the girder b.determine the maximum bending stress fby (MPa) in the girder c.using interaction formula fbx/Fbx + fby/Fby
Using method of members determine the force in member FH, GH and GI. Indicate tension or compression. 12 kN D F H 4 m B 4m A CE GIK 6@3m 11² 6 kN L 3/
What is the maximum absolute shear for the following beam and load group? Use L = 20, a = 3, b = 3, P₁ = 3, P₂ = 3, and P3 = 1. P₁ L P₂ a b P P3
Find internal force using method of joint
PLEASE HELP MEEE
Pls show complete solution and fbd