Find shear (V) (in kN) and moment (M) (in kN · m) at x =3Lfor the beam shown in part (a) of the figure below.4MAP.-L/4--L/2--L/2-(a)EMoment/-L14-release-L/2--L/2-L/4(b)Let MA= 27 kN · m, P = 45 kN, L = 6 m, and 9.= 6 kN/m. (Use the deformation sign convention.)V =kNM =kN - mRepeat for the beam in part (b) of the above figure (first solve for the reaction moment at fixed support A).V =kNM =kN - m

part a will be solved given- a beam with one end overhange carrying udl and uvl loading. required-…

Answered: MA -L/4- -L/2- -L/2- -L/4-

Engineering

Civil Engineering

MA -L/4- -L/2- -L/2- -L/4-

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: MCQ By ACI-318_19 CODE

Q: Problem 6. Moment at point C 15 k 100 k-ft B C -6 ft- -6 ft- -6 ft O -800KN-m O -700KN-m O -900KN-m…

Q: 1 d oh F₁=3 kN en F₂-2kN f m

Q: 2 Draw influcnce lincs for the shear forcc at C in the beams shown in Fig. P.20.2(a) and (b). Ans.…

Q: Ag. By =

A: The given structure is a simply supported beam. To find: 1. Vertical reaction at A 2. Vertical…

Q: Draw the FBD

Q: The following truss is considered as: Is/2 K- FL s/2 B D H IJ A C E 00000 Unstable and statically…

A: As per our guidelines we are supposed to answer first question only so please kindly repost other…

Q: 3 k/ft 2 k/ft A B -9 ft- -15 ft- 6 ft-

A: The free body diagram of the beam is shown below.

Q: A beam is subjected to a concentrated force, as shown in the figure elow, try to find the Elastic…

Q: RD RA R. = 40 KN VD1² VD2 = M B1 82 2 m Mg2 MB1 hinge t-4m. Vpz KN KN 2 kN/m KN KN KN KN kNm kNm kNm…

Q: Draw influence lines for the bending moment at C in the beams shown in Fig. P.20.2(a) and (b). Ans.…

A: Given data in question Overhanging beam San length To find out ILD for moment at C We will…

Q: 2.5 ft, 2.5 ft, 5ft Rax 20 lb 40 lb Ray Rbx Rby Cx

A: Given -

Q: Two circular shafts are joined together between fixed supports to resist a torsional moment of 80…

Q: An element in pure shear is subjected to stresses Txy =-14 MPa , as shown in the figure. 14 MPа…

A: Principal Stresses

Q: 3- Long column braced against side movement means Non-sway frame : а- Yes b- No 4- What is the…

Q: 10-Solid Density, Ps ms Ps = 2AVS Some Useful Correlation: Ito isy od Lin 1- S.e=Gs. Wc e 2- n =…

A: This question is related to the Soil mechanic from Civil Engineering.Find out - Write Detailed…

Q: For the beam shown in Figure Q4, use moment distribution to: • Determine the magnitude and…

Q: Px :(3L – x) 6EI PL Px PL? (3L² - 4x) osxs 48EI 3EI 2EI Phx Px2 (L² - -) 6LEI (3a - x) 0sxsa 6EI Pa…

Q: Addendum is the distance between PCD and the inner profile of the gear

A: PCD= Pitch Circle Diameter Addendum is the height of the tooth above the pitch circle

Q: (Q-11.) Compute the clear centre to centre spacing contact area is 110 mm.

A: Given data- centre to centre spacing S=280 mmradius a=110 mmTo Find-Clear gap between the wheels…

Q: RA M RA Rc= 4 kN -3 m- 24 E ME 3 m m. 2 kN-m Vc Rc MC2 Mc₂ kNm KN KN 료 KN 6m RD

Q: F4-34. Replace the loading system by an equivalent resultant force and specify where the resultant's…

Q: The force acting on the gear tooth is F-20 Ib. Resolve this force into two componeats acting along…

A: The resolution of F along aa is = F cos60…

Q: Using hrtigractian, detmine ke ceuhold f he

A: We will solve this using integration in solid mechanics.

Q: 2 kip/ft 30 kip-ft B -5 ft -5 ft -5 ft

A: Thank you for the question . As per the honour code , we will answer the first question since the…

Q: 4. Length of offset from long chord is equal to a)R-V R²-X² b) √ R--X²-(R-M) c)) √ R²-X² -(R+M) d) v…

Q: F4-35 F4-36. Replace the loading shown by an equivalent single resultant force and specify the x and…

Q: Two circular shafts are joined together between fixed supports to resist a orsional moment of 80…

Q: 2.) Consider the bar OA that is constrained by a ball-and-socket joint at O. Cables connect A to…

A: Given :

Q: 4. L-1 3s 2 2s² - 6s - 2

Q: Q2/ A100 X100 X8 mm angle is welded to a gusset plate,find L1 and L2.

A: Given:- force=200kN To find:- L1 L2

Q: Show That: G, p.(1-4) 1) Pa 1+wG,

Q: 400 N B) 4 m A 600 N -3 m 3 m- (a)

Q: Steel Design of Compression Members Determine the Design Strength (LRFD) and Allowable (ASD)

Q: P -2m -2m D P -2m- -2m E P -2m- 2m

Q: Why the number of hinges=17 in this case? A XI B-C O-P XII VII D-E VIII IX X M-N VI III F 1, IV V L…

A: no of hinge reaction will be 17

Q: fa Soit has Specific weight 2-6 and water Coptent is o-25 Lits saturated weight is o8

Q: (A) The tank shown in the figure is initially filled with water. At the bottom of the tank there is…

Q: Find the zero force members 4 kN 3 kN 2 kN A B D E 3 m 2m 5 m- -5m- -5 m-5 m- ВН, НС, DF, FC ВН, DF…

A: Truss members which don't take any force is called zero force member. We can determine the zero by…

Q: 10 m Find ll the Ieactiona gieen prame? B P= 1000 N 5 m 60 ° 60° Roller joint

A: The given plane frame is analyzed by using the equilibrium equations of the forces: The sum of…

Q: t? – 4 lim t-2 t-2

Question

Find shear (V) (in kN) and moment (M) (in kN · m) at x =
3L
for the beam shown in part (a) of the figure below.
4
MA
P.
-L/4-
-L/2-
-L/2-
(a)
E
Moment/
-L14-
release
-L/2-
-L/2-
L/4
(b)
Let MA
= 27 kN · m, P = 45 kN, L = 6 m, and 9.
= 6 kN/m. (Use the deformation sign convention.)
V =
kN
M =
kN - m
Repeat for the beam in part (b) of the above figure (first solve for the reaction moment at fixed support A).
V =
kN
M =
kN - m

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

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

1. CALCLULATE THE FEM OF THE FOLLOWING USING THREE MOMENT EQUATION. B -L/2- -L/2-
B Lsm +sm+sm-sm- Ax- Ra Rc- Ro= Hinge 90 kN/m 5m kN Ay KN kN kN Hinge -5m-5m KN
i n. In. . • U d d Y:0E O HW4 modified03... Use the method f sections to find the force the member s BD,CD, and EC You can 3m use the methad of Joints to check your 3 m/ 3m 3m 3 m C 3m A 120 kN results II Mach 2l2o Due Tuesday March 25 at 12:0op
Exomple A bridge designer is facing a challenge Aub opfions ace Froposed and the designer is gping to compare those, The Hask 15 a two Spons beam Colaulate the Force Fand the marimun bending monent for both apfions beam is EI dikolacement bA the Compare reslts The bendiag shffess of he A4 4/2 L12 大

F4-20. Determine the resultant couple moment acting on the triangular plate. 150 lb 91 OST 91 00 91 00 91 00 F4-20
2
please solve using CONJUGATE BEAM METHOD
@ Find the reactions 40kft 8k Ag. Bys- A 4' 3 FBD Final FBD in
Steel
Q/26 Bending moment at the fixed ends of the beam built in ends and centrally loaded as shown in following figure is P 214- I 21 24-1 L12 - L14-
, For the beam shown in Figure P-1, use reaction YB as redundant support and use consistent detormation method to find the reactions, YA, MA, and YB. Then draw shear and moment diagrams. El = constant.