1). Determine the adjusted load for all columns A B 480 KN 0.600 2200 KN 480 KN D 2200 KN G J 500 KN 4.500 1200 KN E 1800 KN H 580 KN K 720 KN 4.800 1800 KN 1800 KN 720 KN C LL L # 0.300, 6.200 4.900 6.200 0.300++

1). Determine the adjusted load for all columns A B 480 KN 0.600 2200 KN 480 KN D 2200 KN G J 500 KN 4.500 1200 KN E 1800 KN H 580 KN K 720 KN 4.800 1800 KN 1800 KN 720 KN C LL L # 0.300, 6.200 4.900 6.200 0.300++

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: H.W. 2: Analyze the compound beam shown below with internal hinge at E and F. a. Check stability and…

Q: The beam ABC is loaded as shown below. Determine the concentrated load F for which the vertical…

A: FBD :

Q: 10 k F 5 k 16 ft D 10 k E 16 ft A C В 12 ft - 12 ft Determine the Horizontal Reaction at C.

Q: For-the-loaded-beam-below, write-equations-for-axial, shear, and-bending-moment-as-a-function.…

A: ###Calculation of shear force , axial force, bending moment equations as function of x from A and…

Q: ION 120 N 10N Com 4m 4m rom the figure above, determine the: (12 pts) A Resultant reaction at…

Q: 96 If the resultant of the loads shown passes through point B, determine the equivalent force-couple…

A: In the object, every set of force and moment has the equivalent force couple. This is the single…

Q: ww. :50 mm 60 mm 90mm 600 MT 60 mm :50 mm A 5 m B 25 kNm 5 m 10 KN A beam is created by nailing 3…

Q: 11. Calculate the force at member FH

A: Take moment about A∑ MA=0RL(30)-6(5)-6(10)-6(15)-1(20)-1(25)=0RL=7.5kN

Q: P2 Examination Questionnaire.odf - Nitro Pro 10 CLOUD HELP Situation 2 | Beam ABCDEFG below is…

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

Q: De Ex 2m

Q: Problem 1 W MB A C 4 m 2 m The cantilever beam above is made up of concrete with E- 70 MPa, refer to…

A: Answer:- here concept of area moment is state by two theoram Theorm 1:-- area between M/EI diagram…

Q: and Reactions at Supports by Moment Distribution Method. 10 KN EI M AB = kN.m * 4.89 5.133 6.566 لا…

Q: What is the horizontal support reaction RAx at support A for the ?frame shown below 35 kN/m B C 15 m…

Q: HW Determine the resultant force at pins A, B, and C on the three-member framc. 800 N 200 N/ m 2m…

A: As per guidelines we are supposed to answer only first question so please repost rest questions…

Q: a) Draw the FBD of wedge B and block A when wedge B impends to slide to the right. Friction is…

Q: Find the force in member EC? 30° 6 ft O a. 0 O b. 200 lb O c. 300 lb O d. 100 lb B 300 lb 6 ft 300…

A: Force in the member EC =?

Q: he scher below long simply supported beam (resting exterior inge on the left, and a roller on the…

A: Consider the free body diagram of the given beam. Let the vertical reaction at point A be RA that…

Q: Given the following beam loadings a) Derive the shear and moment equations for the beam shown b)…

A: Solution:- Support reactions, Ra+Re=7 kN Taking moment about A; ∑MA=0Re×8-7×1-5-10=0Re=228…

Q: For the question calculate the reaction Draw normal.share and moment diagrama, Question 3: 10 kN/m 8…

Q: 3. The school building has interior columns that are spaced 6 m apart in two perpendicular…

A: Given:- The school building has interior columns The spacing between the columns = 6 m To…

Q: Determine the resultant moment about points A and B, if Fc = 17 kN, L=8 ft and M = 63 kN-ft A L Fe L…

A: Given data:

Q: F1 5 KN F2 13 kN e-45 P60 F3 4 kN 4 m 8 m F4 = 22 kN a 30 F5 = 4 kN 1] What is the resultant moment…

Q: Determine the magnitude of the compression force the channel lock pliers exert on B. а 500 N с 321N…

A: Consider the free body diagram of the upper handle link as shown below.

Q: C 2 m F E E 100 N 2 m 2 m 2 m

A: given data: truss with a member length of 2 in meter required to fined the force in BC member

Q: Problems 4-5: For the beam and loading shown, determine (a) the magnitude and location of the…

A: Given : 4) 5)

Q: The beam in the figure below is to be loaded with 20kN single axle load, a uniformly distributed…

A: From the above figure, the value of h can be found from the triangles in ILD h15=19h = 53

Q: 8. Using cut a-a, get CD and JK forces. 3 kips 3 kips 3 kips 3 kips 4.5 ft B FO 4.5 ft C 4.5 ft G D…

Q: Q4 A single rolling load of 20 kN rolls along a girder of 25 m span. Draw the diagrams of maximum…

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: For the overhanging beam, determine (a) the value of Ely under the 24 kN load; and (b) the maximum…

Q: DETERMINE THE HORIZONTAL VELOCITY, VA OF A TENUS BALL AT A SO THAT IT JUST CLEARS THE NET AT B, ALSO…

Q: س 30 / 1 درجة Two coplanar couples having equal equilibrium and opposite moments

A: It has been asked in the question that - Two coplanar couples having equal equilibriumand opposite…

Q: The tower crane is used to hoist a 2-Mg load upwardat constant velocity. The 1.5-Mg jib BD and…

A: The term moment can be defined as the multiplication factor of the normal distance and the applied…

Q: F1 = 3 kN F2 - 11 kN C. F3= 2 kN e-60 30 2m 7 m F4 = 20 kN D ElJa- 30 FS = 2 kN 1] What is the…

A: Given data Length of the span Point loads Angles of these point loads.

Q: celeration of the center B of the pulley for the following conditions: 0 = 16°, Ô0 = 6 deg/sec, Ö =…

A: Givenθ=16 degθ˙=6 deg/secθ¨=6 deg/sec2l=6ftl˙=2.2 ft/secl¨=-3.5 ft/sec2

Q: A beam is loaded with a uniformly distributed load between the two roller supports and a single load…

A: Given:- To find:- 1. FBD and degree of determinacy 2. Shear forces and Bending Moment for each…

Q: *6-104. The hydraulic crane is used to lift the 1400-lb load. Determine the force in the hydraulic…

Q: Part A: The reactions at A, B, and D. Choose the reaction force at B as the redundant; therefore,…

Concept explainers

Bars

In civil engineering, bars refer to steel reinforcement bars or rebars. These are structural members primarily used for reinforcement purposes in masonry works. A bar is characterized by its cross-sectional area, which is negligible compared to its length. Bars are usually manufactured by steel which is uniform throughout the length, or by meshing multiple steel wires. Other materials of the bar include carbon steel, glass fiber, carbon fiber, and basalt fiber. The reinforcing bars are coated with epoxy resins and other materials to enhance some of their properties including corrosion resistance.

Question

1). Determine the adjusted load for all columns
B
480 KN
2200 KN
0.600
480 KN
D
2200 KN
G
J
500 KN
4.500
1200 KN
E
1800 KN
H
580 KN
K
720 KN
4.800
1800 KN
1800 KN
720 KN
C
LL
I
L
0.300
6.200
4.900
6.200
0.300

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

VIEW

Step 2: Calculation

VIEW

Solution

VIEW

Step by step

Solved in 3 steps

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

Two distributed loads act on the beam AB. If the resultant of this loads is a 2400 N-mcounterclockwise couple (a) Free Body Diagram (b) Determine the load intensity, w at B and the distance “a” (c) what are thereactions at A and B ?
The boom OAB pivots about point O, while section AB simultaneously extends from within section OA. Determine the velocity and acceleration of the center B of the pulley for the following conditions: 0 = 20°, Ô0 = 5 deg/sec, Ö = 2 deg/sec?, 1 = 15 ft, 1 = 1.6 ft/sec, i = -2.0 ft/sec2. The quantities l and i are the first and second time derivatives, respectively, of the length I of section AB. Express your answers as vectors in the e, and eg directions. B 24' A Answers: VB = i e, + i ee) ft/sec ag = i e, + i eə) ft/sec2
The boom OAB pivots about point O, while section AB simultaneously extends from within section OA. Determine the velocity and acceleration of the center B of the pulley for the following conditions: θ = 28°, θ˙ = 3 deg/sec, θ¨ = 4 deg/sec2, l = 9 ft, l˙ = 1.8 ft/sec, l¨ = -3.8 ft/sec2. The quantities l˙ and l¨ are the first and second time derivatives, respectively, of the length l of section AB. Express your answers as vectors in the er and eθ directions.
2. w 0.195m 0.412m D 0.412m 0.195m F 0.195m cable 1799 N capacity A E 0.299m 0.299m 1. Find load W. 2. If W is 1503 N find reaction C. 3. Find reaction A based from the no.2 question. B.
Problem Number 5 h = 8 m LA 13. Calculate the force at member Gl O a. 13.13kN C O b. 13.13kN T O c. 15.15kN C d. 15.15kN T 1 kN 1 kN J B 1 kN F D E 5 kN 5 kN 5 kN 1 kN 1 kN K -6 panels @ 5 m = 30 m- H
Determine the moment at B. A) 7,119 lb.ft B 5,033 lb.ft C 3,637 lb.ft D 6,533 lb.ft E None of the above 500 lb/ft 300 lb/ft 300 B fixed A pin roller 7 ft 7 ft 3.50 ft 3.50 ft ...
Situation 5. Determine the member forces CD and GF using any method. Indicate if (T) or (C). 2 kN 0.8m A B H G 1.5 kN 4 - 1m panels = 4m F 1.5m M
P12.4 Find redundant Rp. All areas are equal. Dx 60 k 90 k ft Problem 12.4 A D B E 30 ft 30 ft F. 15 ft ft
Two distributed loads act on the beam AB. If the resultant of this loads is a 2400 N-mcounterclockwise couple (a) Determine the load intensity, w at B and the distance “a” (b) what are thereactions at A and B ?
Two distributed loads act on the beam AB. If the resultant of this loads is a 960 KN-mcounterclockwise couple (a) Determine the load intensity, w at B and the distance “a” (b) what are thereactions at A and B
Problem Number 5 h = 8 m A 1 kN F 1 kN J B C E G 5 kN 5 kN 5 kN 1 kN D 1 kN 12. Calculate the force at member GH a. 1.859kN T O b. 1.859kN C O c. 1.371kN T O d. 1.371kN C H 1 kN K I 6 panels @ 5 m = 30 m- L
3. Determine the magnitude and location of the total hydrostatic force acting on the inclined plane AB Paia - IS KAA 0-70m OIL ( 6* 0.0) 1.Om WATER 1-20m GLYCE RINE (so - 1-26) 30 Alelie is presenting