Answered: Q1: Find the plastic moment capacity M,…

Q1: Find the plastic moment capacity M, of the continuous beam shown in Fig. Q1. 24 kN 30 kN 10 kN/m 5 kN/m B E 1.5Mp 2Mp 2Mp F 1.5Mp | 3m | 3m | 4m 6m 8m 6m Fig. Q1

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: Please solve that 2 question

A: Consider the free body diagram of the first beam.

Q: Q.3// Draw the shear and moment diagram for the beam as shown in figure. 10 kN/m 5KN A 6 m - 4 m

A: Support reaction: ∑MB=0RA×6+5×4-12×10×6×(63)=0RA=6.666 KN∑FY=0RA+RB-5-12×10×6=06.666…

Q: Wmax IP FL/3 L/2 と The simply-supported beam shown supports a load [P] at [L/3] from the right-hand…

Q: Q1. (25 pts) Simply determine the support reactions for the loaded beam shown below. You must show…

Q: Q.06. Beam ABCD represents a reinforced-concrete foundation beam that supports a uniform load of…

A: Finding out S. F. D. and B. M. D.

Q: TTTT Draw AFD, SFD and BMD for the following frame, and determine the following . Vertical Reaction…

Q: P -1.5 m--1.5 m--1.5 m- |A D 1 m 2 m 3 m E F

Q: Ex. A simply supported beam is subjected to series of poir load moving from right to left as shown…

A: Given :

Q: For the beam shown, what is the value of the shear diagram just to the right of B? 30 kN 15 kN He -7…

Q: Distributed load(s) of 50 kN/m may occupy any position(s) (either continuously or in patches) on the…

A: Given data in question Beam Span member length Moving load 50 kN/m To find out Maximum negative…

Q: Draw maximum bending moment diagram for a fixed ended beam carrying 15 kN/m load at collapse as…

Q: (Answer: A-4.5 kN, B-19.5 kN) QUESTION 5: Using the method of joints, find the reaction forces at…

Q: 1. A simply supported beam AB of 6m span is loaded as shown in Fig. 3.17a. Draw the Shear Force…

A: Given:- The span of beam AB = 6m The magnitude of the varying load = 40 kN/m The magnitude of the…

Q: Determine the resultant of the force system shown in Fig. 1 and locate it with respect to point G.…

A: Free Body Diagram of the given problem: θ=tan-134=36.87o

Q: Situation 3 (CE Nov 1999) 8 m The frame shown in the figure is to be analyzed using the cantilever…

Q: properties. f’c= 30 MPa, fc=13.5 MPa, fy=400 MPa, fs=200MPa. e) The moment capacity of the beam…

A: Find lg y1 = 150mmy2 = 350mmA1 =300×200 =60,000 mm2A2 = 600×100 = 60,000 mm2 y= A1y1+A2y2A1+A2y =…

Q: Determine the resultant internal loading acting on the cross sectional at G of the beam shown in the…

Q: G3//Draw shear and bending moment diagram as shown in figure. by graphical method. 162 kN-m 50 kN 10…

Q: Determine the Reactions of each beam. Show the Distributed Load Resultant magnitude and location on…

A: Reaction at A ,RA=40x7'+12x6'x60RA=460 lbMA=40x7x3+72+12x6x60x10+2MA=3980.1b.ft

Q: O2 A |B C| 1.5 m--1.5 m 1.5 m -|

Q: For the beam shown, what is the value of the shear diagram at the middle of the beam? Select the…

Q: Q1:- A gate ABC has shown in Fig. of 1.5 m wide and 1.2 m high. The gate weighs 700 kg and its…

A: Types of forces acting1) Pressure force, FP=pgh×Area of gate=1000×9.81×4.2×(1.342×1.5)=82.939kN2)…

Q: PROBLEM: Determine the reactions and included moments on the following beams. Provide complete…

Q: FORCE METHOD An overhang beam ABC is loaded as shown. Determine the reactions at the supports due to…

A: Using Force method- Determine the reactions at the supports -

Q: Question 2 The continuous beam shown in Figure Q2 is fixed at D and simply supported at A, B, and C.…

Q: Draw maximum bending moment diagram for a fixed ended beam carrying 15 kN/m load at collapse as…

A: Given load for fixed end beam =15 kN/m

Q: A simply supported beam AD made of steel is 7 m long and has a short bracket bolted at F. The beam…

A: As per bartleby guidelines, only 1st 3 parts among multiple parts questions need to be solved.…

Q: The beam with a cross-sectional area of 350 mm x 600mm is prestressed by using a bonded (stress…

A: Given : The beam with a cross-sectional area of 350 mm x 600mm is prestressed by using a bonded…

Q: 1450 100 Q:Find strength capacity for a simply supported beam with 6m spin, has a section shown in…

A: the effective width of the isolated t beam need to required for analysis of the beam. which is equal…

Q: A helical spring is made by wrapping steel wire 12mmΦ around forming cylinder 100mm in diameter.…

A: Deflection(δ) in closed coil spring is given by,δ=64·W·R3·nG·d4where W=Axial loading on…

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

A: Given data in question Point load UVL Span member length To find out Fixed end moment at point…

Q: Determine the displacement of the pin at B and the slope of each beam segment connected to the pin…

A: The beam is a structural element and a horizontal member of the building or structure. It can use to…

Q: 100 lb/ft 300 lb - 4ft 4ft *2ft>2ft 1. For the beam shown, a. Draw the FBD (Free Body Diagram). b.…

Q: Determine the ff. 1. The value that most nearly gives the absolute value of Fixed-end moment (FEM)…

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

Q: H4 Relations Between Load, Shear, and Moment 445. Beam loaded as shown in Fig. P-445. 40 kN/m 1 m…

A: 1.write the Shear and moment equation 2.Draw the Shear and moment diagram

Q: Expert Q&A Done pls answer. rates immediately 1.) Which of the ff gives the approximate max. moment…

Q: Q3. Draw BMD and SFD for the overhang beam shown in the figure below. Calculate the position and…

Q: 10 KN 30 КА 20 KN/m 4 m 1 m 3 m 2 m

A: Given data:

Q: Q1: Find the plastic moment capacity M, of the continuous beam shown in Fig. Q1. 24 kN 30 kN 10 kN/m…

A: Analysis of continuous beam for plastic moment capacity 1.) Portion AB…

Q: P207. A truss member 8.00 m long carries a compressive load of 200 kN dead and 400 kN live and…

A: Given data:- The length of the truss=8m The compressive live load =200 kN The compressive dead load…

Q: 6O cm 20.0m 20cm 20 Cm CIOSS - section

Q: 18.3 The stairs shown in Fig. 18.23 are to be designed for a live load equal to 100 psf (4.8 kN/m).…

Q: Calculate for the shear at column CB in kN for the frame shown using Portal Method. 2. Calculate…

Q: 1. solve for the fixed end moment (FEM) at joint A in kN-m. 2. solve for the fixed end moment (FEM)…

Q: A 5.98-m simply supported beam supports a trapezoidal distributed load. The intensity of the load…

Q: Situation 3 (CE Nov 1999) The frame shown in the figure is to be analyzed using the cantilever…

Q: 21-30. A system of cords knotted together at A and B support the weights shown in Fig P-311. Compute…

Q: 40 kN 32 kN 16 kN C D E A |B -1.5 m→-0.2 m '0.6 m' 0.9 m

Concept explainers

Moments

There are various practical applications of the concept of moments, like a rotation of the crank due to linear motion of the piston, the moment of inertia and its use in designing beams and columns, bending moment concept, torque, twisting moment, etc.

Question

Q1:
Find the plastic moment capacity M, of the continuous beam shown in Fig. Q1.
24 kN
30 kN
10 kN/m
5 kN/m
G
1.5Mp
2Mp
2Mp
F
O 1.5Mp
|
|
4m
3m
3m
6m
8m
6m
Fig. Q1

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1 Consider part AB of the continuous beam:

VIEW

Step 2 Consider part BE of the continuous beam:

VIEW

Step 3 Consider part EF of the continuous beam:

VIEW

Step 4 Consider part FG of the continuous beam:

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 4 steps with 5 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 OVERHANGING BEAM IN THE FIGURE CARRIES A TRIANGULAR LOADING, THE INTENSITY OF WHICH VARIES FROM 0 TO 10 KN/M, AN UNKNOWN CONCENTRATED LOADING P, AND AN UNKNOWN UNIFORMLY DISTRIBUTED LOADING W. KNOWING THAT IT HAS BEEN EXPERIMENTALLY DETERMINED THAT THE BENDING MOMENT IS +128/9 KN-M AT C AND +172/9 KN-M AT D. (A) DETERMINE THE VALUES OF P (IN KN) AND W (IN KN/M), (B) DRAW THE SHEAR AND BENDING-MOMENT DIAGRAMS. (C) DETERMINE THE LOCATION OF ZERO SHEAR FROM POINT A AND THE MAGNITUDE OF MAXIMUM MOMENT. NEGLECT THE WEIGHT OF THE BEAM. HINT: THE LOCATION OF ZERO SHEAR IS ALSO WHERE M-MAX OCCURS. \ 10 kN/m W A E B 2 m C D 2 m 2 m 2 m
Q3. Analyse the gable frame shown in FIG.3 by the slope deflection method. Draw the bending moment and deflected shape diagrams. 30 kN 3 m B 24 kN 450 D 21 21 4 m A E - 3m– 3 m
Q4] Determine the member end moments for the continuous beam shown in Fig. 4 by the slope- deflection method. P = 15 KN U.D.L = 15 kN/m 10m 5m 5m
8. The U-frame ABCD shown in Fig. 8 is simply supported at B and C. Evaluate the load W so that the horizontal displacements at A and D are zero. Also evaluate the vertical displacement at the midspan of BC and the rotation of joint B. A D W El constant throughout linearly distributed loads 2a uniformly distributed load В C 00 2a PLEASE VERIFY YOUR ANSWERS 8. W - 3qa/5 : Удс —- 7qa* /120EI ; Ө, —- qа* /30EI
8 What is moment value (kNmn) at support B? 5 kN/m %24 4m
Q.S. For the continuous beam shown in Fig., if the support B is settled by 5mm and support C settled by 2mm, by using the moment distribution method, find the following. 4.0m -2m Take (E=2*10 N/mm²) and (I= 16*10 mm) 1. Fixed end moment of AB (MFAB) is: a)-13.33 km. m b)-19.33 kM.m c) -7.33 kM.m d) -6.33 KM.m 2. Fixed end moment of CB (MFCB) is: a) 13.6 km. m b) 6.4 KM.m c) 3.6 kM.m d) 10 km. m 3. The modified stiffness of member CD (KCD) is equal to 3EI a) KCD 4EI 1 b) KCD I 3EI c)KCD d) KCD = 21 21 4. For the 2nd cycle, the carry-over moment of CD is equal to a)-0.16 kM. m b) +0.16 kM.m c) +0.65 kM. m d) +0.06 kM.m 5. The final moment of member BC after 3rd cycle is: a) +8.22 kM. m b) -8.22 kM.m c) +8.62 KM. m d) -8.62 KM Signature Prof. Dr. Nagham Tariq ma - EI 10 kN/m EI = B 20 KN EL + 2m 10 KN ↓ 1m- EI t 3m D
Q3. Analyse the member end moments and reactions for the continuous beam shown below using the slope deflection method. E= 200GPA I = 7x10° mm*. 60KN 15KN/m I 21 10m 5m 5m A
1. Draw the shear and moment diagram of the beam below using equation method. 6.9 The intensity of the distributed load on the simply supported beam varies lin- early from zero to wo. (a) Derive the equation of the elastic curve. (b) Find the loca- tion of the maximum deflection. Express answer in terms of El. A 6m FIG.P6.9 Wo=14kN/m B X
Analyze and determine the reactions for the frame shown using Slope-Deflection Method. The moment of inertia for span AB is twice that of span BC. 150KN I50 KN B to I 45 KNm 21 6m 3m 3m
J: Using the conjugate beam method to determine rotation at B & deflection at C 40 kN/m 8 m 20 KN 150 KN m
Q-2 Analyse the continuous beam ABC shown in Fig.2 using the moment-distribution method. Support B settles by 10mm below A and C. E =200 kN/mm² and 1=16x105mm. Sketch the bending moment diagram 8 kN 3 kN/m B (2EI) (EI) 8m + A XXXX 2m 2m Fig.2
2. For the beam loaded as shown, (a) draw completely the shear and moment diagrams conventionally (b) locate the point of maximum deflection and (c) compute the deflection at 2.10 m from the extreme left. The modulus of elasticity is 200,000 MPa while the centroidal moment of inertia is 709 (106) mm¹. 73 KN/m 0.9 m 1.2 m 9 KN 30.02 KN m 1.8 m 9 KN 17.50 KN/m 1.2 m 7.3 KN/m 0.9 m