HwiDetermine the internal forces acting on the cross-Sectionof Bints H and E of the frame shown ?NH= 527N , VH=37BN, MH= 373 NimNE 75NAnsiVE355N, ME= 727 Nim4m75N/m3m3 m

Answered: Image /qna-images/answer/43da94f0-9880-4d71-ab6c-2469e1b68f38.jpg

Answered: HwiDetermine the internal forces acting…

HwiDetermine the internal forces acting of Pints H and E of the frame shown? on the cross-Section NH= 527N , NE 75N VH=373N, MH= 373 Nim VE 355N, ME= 727 Nm Ansi C Im 75N/m G 3m 3 m

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: the fixed end moment FEMCB for the fr

A: For span BC, MfBC=-wl212 MfCB=wl212 As there is no loading on AC and CD MfAC=MfCA=MfCD=MfDC=0

Q: @ delermine the magitudo te rognitude of the reSuHant force of the coplorer force System shownin the…

A: For determining the resultant force first we have to calculate the total force in x and y-direction.…

Q: A 10 m y D B 60 KN 40 KN 80 KN

A: Sopl

Q: 4m 20 KN 43 5 kN/m E = 200 GPa I = 2X 108 MMY

A: Using superposition theorem

Q: The beam shown is laterally supported at the ends only. Which of the following most nearly gives the…

A: Answer : We know that Lr is given by Lr = 1.95*rts*E0.7*FyJ*cSx*h0+J*cSx*h02+6.760.76*FyE2 rts =…

Q: O From the given trusses determice all the forces carried by each member the trusses shown: of 4 kn…

A: Given: Required : Force in each member

Q: The uniferm arcer ectangular thin plate has dimensicrs indicated and masS M- 52 kg. 2. T 4.5m…

Q: 24.7 26.4 21.9

Q: Q2. (а) A beam is supported and loaded as shown in Figure Q2(a). Point A is a M UTM pin support and…

A: Given data in question Span member length UVL UDL Concentrated moment Point load Angle To find out…

Q: a) Find Second moment of area Iyy and Ixy for the shape above with respect to the centroid. The…

A: We’ll answer the first question since the exact one wasn’t specified. Please submit a new question…

Q: Find By and Cy using compatibility equation E is 200 × 10 power 9m I is 2.6 × 10 power-10m…

A: Given EI is constant We are required to calculate By and Cy

Q: A steel knee-brace is riveted to a steel column eccentrically as shown Find the force carried by the…

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: Dstermine the x, , and z-coordinates of the mass center of the body constructed of thres pisces of…

A: Determine the x-yandz-coordinates of the mass center of the body constructed of three places of…

Q: 4m 4m B 4m A A)466 B)421 C)437 D)451 E)471 D C -6m 6m F E 200 N -6m G 100 N H -6m What is the…

Q: The bending moment value at C for ,4 * the beam shown in fig is 20kN/m D В A 40KN 3m 2m 2m 60 90…

Q: [1] Solve for the GS of (D4-5D³+9D²-7D+2)y=0

A: Given DE is (D4--5D3+9D2-7D+2)y=0 ______(1)Let y= emx be trial solution fr eqation (1)

Q: 3 KON 2+ Find Force in BD, B 4M 3M A only by force method jok C ← 10 Truss Members 3 5 KW

A: Solution: Free body diagram:

Q: Fre '-- --:) Rod AB is made of aluminum (E = 10.4 x 106 psi). Rod BC is made of steel (E = 29 x 10°…

Q: Moment of Inertia Problem 6-29: Compute the moment of inertia of the shape below with respect to its…

A: 1/2 x 4 in plates as flange1.2 x 6 in plate webL2 x 2 x angle

Q: PROBLEMS For each of the beams in Problems 624 to 629, compute the moment of area of the M diagram…

A: The length of beam, L=6mThe load is 1000N and couple is 400Nm

Q: O From the given trusses determice all the forces carried by each member the trusses shown: of 4 kn…

Q: 350 기 mm 2400mm 400mm C A B 200mm 8 notice not hinge E 3 D =1 200kg

A: To Determine Reactions at pin C and D on member CDE where E is a roller and A is a pin

Q: Compute the value of E18 at the right end of the overhanging beam. (HINT: Sc = E10B (BC) + 6) 1. Е10…

Q: In the figure shown, represent the resultant of the 3 forces and the couple by a force-couple system…

Q: HomeworkS: A steel shaft of two segments AB and BC which are rigidly fastenced at B Determine: 1)…

A: Given:- A steel shaft has two segments AB and BC For AB segment- Outer diameter = 50 mm Inner…

Q: Replace the forces acting on the plate by a wrench. Specify the force and couple moment for the…

A: Consider the figure,

Q: solution

A: As there are multiple questions posted, according to the guidelines only the first three are being…

Q: 3m 3m S

Q: Replace the system of forces acting on the frame in the figure by a resultant R at A and a couple…

Q: Fig(3-13a) shows a steel rod with variable cross-section subjected to a central force. Find the…

A: Given : E = 207 GPa This is a problem of solid mechanics where we are asked to determine the total…

Q: Replace the force system by a wrench and specify the magnitude of the force and couple moment of the…

A: Consider the figure,

Q: The beams shown are practiced on the beam of the figure. Identify it required cross-sectional…

Q: Resolve the force F1 and F2 into components acting along the u and v axes. Find the u component of…

A: F1 componentsF1u=F1cos30F1u=465cos30=402.718Nnone of the aboveF1v=465cos70-30=356.21N

Q: 3. Prove that the moment of area of the M diagrams between the reactions about both the left and the…

A: Given: To find: Prove the moment of the area between the reactions about both the left and the…

Concept explainers

British Gravitational Bg System Of Units

Measuring is the comparison of a particular physical quantity with its reference value. A unit is a fixed physical quantity. The length is a physical quantity. A physical quantity is the product of a unit and the numerical value we need to compare with. 

Question

HwiDetermine the internal forces acting on the cross-Section
of Bints H and E of the frame shown ?
NH= 527N , VH=37BN, MH= 373 Nim
NE 75N
Ansi
VE
355N, ME= 727 Nim
4m
75N/m
3m
3 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 by step

Solved in 2 steps with 7 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

Solve the centroidal Ixc, centroidal Iyc, Ix and Iy
SCS SHS 2122 Tn PSCS SHS 2122: Lo... Determine the axial force (kN) in each member of the assembly shown below, Member Cross-Sectional Area Modulus of Elasticity AB 1,000 mm2 200 GPa BC 1,500 mm2 200 GPa DB 1,000 mm2 200 GPa C 18KN A 400mm 400mm 00 50 55.00
DETERMINE ALL THE FORCES ACTING ON THE PINS OF THE GIVEN FRAME
A block with a mass of 150-kg is supported by a cable which posses over a 150 mm diameter puley that is attached to a tame as shown in the figure. Determine al forces octing on member BCD ot the trame. 400 mm- 200- mm LOV 70 450 mm
Situation 2 Find the following forces in members of the transmission line truss shown in figure. Indicate the axial force whether it is compression or tension. 1. CD 2. DG 3. EG 400 b 10n-10 n10100-t1on- 400 Ib 101 20 -20 ft- 4.
Determine the area moment of inertia of the triangular area about (a) the x axis, and (b) the centroidal x' axis.
Within few minutes
Problem Set 1: The stepped beam of length 4a carries a distributed load of intensity Wo over its middle half. The moments of inertia are 1.5l, for the middle half and Io for the rest of the beam. Find the displacement of the beam at its midspan. (Hint: Utilize symmetry and analyze the right half of the beam only). Use Double Integration A Wo mim 2a B. a D
Angle of twist at E, zit Torque at F is 107 Nm, G-210 GPa and J-79531 88 mm 4 Power at F= 2000 MW angular velocity, w = 200 rad/s AB=BC= 1000 mm DE = 500 mm EF=CG= 2000 mm 50 mm 30 mm D 35 mm T A Oa 1197 48 rad Ob 1197483 33 rad OC 74.84 rad Od 598.74 rad B 125 mm
pulor bu Q.8. (a) Calculate all the bar forces in the truss shown in Fig.Q.8(a). £ 1.5m Elide7 A مارے 2m 20kN ✓ 2m +80KN 3m M-Nido? Fig.Q.8(a)