Solve by hand with proper explanation please with fbd please Distributed LoadsReplace the loading on the beam shown with an equivalent resultant force andspecify its location along the beam as measured from the left-hand end A.6 kips2.5 kips/ft1.2 kips/ftC- 5 ft- 2 ft →– 3 ft

Answered: Image /qna-images/answer/2471d369-749e-46ba-b90c-28025dbd5dc2.jpg

Answered: Distributed Loads Replace the loading…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

4.2 (A). A rectangular section beam has a depth equal to twice its width. It is the same material and mass per unit length as an I-section beam 300 mm deep with flanges 25 mm thick and 150 mm wide and a web 12 mm thick. Compare the flexural strengths of the two beams. C8.59: 1.3
The steel framework as shown in Figure Q1 is used to support the 200 mm reinforced stone concrete slab that carries a uniform live loading of 14 kN/m2. Sketch the loading that acts along members BE and FED. Set a = 9 m and b = 12 m.
The beam as shown in Figure has a rectangular section with a depth of 250mm and width of 40mm. In addition to the point loads, the beam is also subjected to UDL having a magnitude of 176N/m acting at span from point B to free end. Calculate the slope and deflection at free end. Assume E = 200GPa. (Where P =88 KN )
Refer to the beam loaded as shown. (a)What is the Value of horizontal reaction at the fixed support?(b)What is the value of resulting couple at A?
Write the shear and moment equations for the beam shown. Draw the shear and moment diagrams under the load diagram. SOLVE FOR SEGMENT AB, BC, CD, DE. DERIVE THE SHEAR VALUE 27 FT. TO THE RIGHT OF POINT E IN SEGMENT EF. DERIVE THE MOMENT VALUE 27 FT TO THE RIGHT OF POINT E IN SEGMENT EF. Show FBD. F1 = 10 lb F2 = 30 lb/ft F3 = 21 lb/ft
Calculate uniform load frame reactions, and normal force, shear force and bending moment and draw diagrams. L= 6m H= 4m F1= -10kN F2= -6 Kn P= 3kN/m
The beam shown in Figure 3.3b supports a concentratedload of 12,000 lb located 6 ft fromR2 and a uniformly distributed loadof 800 pounds per linear foot (lb/ft) over its entire length. Computethe value of vertical shear at various sections along the span.
The main beam of UB 610 x 229 x 101 kg/m in steel grade S275 supportssecondary beamsof UB 406 x 140 x 39 kg/mon its top flange.The schematic diagram of the floor supported by the beams is presented in Figure 1. b)The slab floor is reinforced concrete 150 mm thickwith 50 mm screed on top of it. The slab floor carriesthe uniform distributed load of 400 kg/m2.Calculate the ULS load on the secondary beam. 4xxx= 4715 1xxx= 1715 50xx= 5015
M1 at point B is 10 kips-ft, P1=12 kips is 9 ft from point A; and w1 = 1.5 kips/ft is distributed along the length of the beam which is 22 ft. If the 1.5kips/ft uniformly distributed load will be transformed into a singular concentrated load, what will be the magnitude of Moment taken at point A? What is the equivalent singular Resultant force of the loads shown? Determine the location of the resultant R from point A.
Design a most economical spiral-column cross-section to support factored forces and end moments of Pu = 1,600 kips and Mu = 150 kip-ft. Assume that the centroid of the longitudinal bars from the edge of the column is 2.5 inch. Using the interaction diagram, how many #9 rebars will be used? Express your answer in whole number.
Simply Supported Beam With Distributed Loads Shown Below. 500 N/m 150 N/m 0.5 M 0.5 M 0.5 M 1 FIGURE P5-30 1.compute Reactions @ Support 2.draw The Complete Shearing Force And Bending Moment Diagram 3.
If FB = 560 N and FC = 700 N, determine themagnitude and coordinate direction angles of the resultantforce acting on the flag pole.

SEE MORE QUESTIONS

Recommended textbooks for you

Structural Analysis

Civil Engineering

ISBN:

9781337630931

Author:

KASSIMALI, Aslam.

Publisher:

Cengage,

Structural Analysis (10th Edition)

Civil Engineering

ISBN:

9780134610672

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Principles of Foundation Engineering (MindTap Cou…

Civil Engineering

ISBN:

9781337705028

Author:

Braja M. Das, Nagaratnam Sivakugan

Publisher:

Cengage Learning

Structural Analysis

Civil Engineering

ISBN:

9781337630931

Author:

KASSIMALI, Aslam.

Publisher:

Cengage,

Structural Analysis (10th Edition)

Civil Engineering

ISBN:

9780134610672

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Principles of Foundation Engineering (MindTap Cou…

Civil Engineering

ISBN:

9781337705028

Author:

Braja M. Das, Nagaratnam Sivakugan

Publisher:

Cengage Learning

Fundamentals of Structural Analysis

Civil Engineering

ISBN:

9780073398006

Author:

Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning

Publisher:

McGraw-Hill Education

Sustainable Energy

Civil Engineering

ISBN:

9781337551663

Author:

DUNLAP, Richard A.

Publisher:

Cengage,

Traffic and Highway Engineering

Civil Engineering

ISBN:

9781305156241

Author:

Garber, Nicholas J.

Publisher:

Cengage Learning

SEE MORE TEXTBOOKS

Distributed Loads Replace the loading on the beam shown with an equivalent resultant force and specify its location along the beam as measured from the left-hand end A. 6 kips 2.5 kips/ft 1.2 kips/ft C 5 ft – + 2 ft →+– 3 ft -