4. For the circular arch shown in Figure TH – 085, compute the axial force, shear, andmoment at section 1- 1.100 kN50 kN-202 m302 m2 mFigure TH - 0825. For the tied three - hinged arch is shown in Figure TH - 202,10 kN15 kNB2 mA0.50 m 2 m2 m1 mFigure TH- 2021. Detemine the roller reaction at C.2. Determine the pin reactions at B( B, and By).3. Detemine the tension of the cable at A.

As per guidelines we need to answer only first question so please repost rest questions separately.

Answered: or the circular arch shown in Figure TH…

or the circular arch shown in Figure TH – 085, compute the axial force, shear, and ment at section 1- 1. 100 kN 50 kN 202 m 30 2 m 2 m Figure TH - 082

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: 10 KN 15 KN 10 KN E. 0.9 m p.9m A B IF 1.2m 1.2m 1.2m 1.2m

Q: 4h 4 e h 2h z' 2 3 Original thickness of all walls t Area of booms 1 & 2 = 2A Area of booms 3 & 4 =…

A: Given Data: Area of booms 1 and 2 are 2A Area of booms 3 and 4 are A Moment of inertia of section…

Q: EXAMPLE: Determine the bar force in each member of the truss shown. 10 kN 10 kN 10 kN 2.00m 2.00m…

Q: Civil Engineering Can you solve with correctly 100 kN W 200 x 41,7 8 kN 8 kN 100 mm 25 kN 500 mm 75…

Q: 4- Is this a safe beam under the action of 120 kN.m moment? d= 55cm, bw-32cm, n=15.

A: Given Data:Moment M= 120kNmd=55cm=550mmb=32cm=320mmn=15fc=10mpafy= 220mpaModulus of rupture=…

Q: Referring to Figure Q1(a) until Figure Q1(e); (i) Check the stability and the determinacy of the…

A: "Since you have asked multiple question we will solve the first (B) for you. For other questions to…

Q: Find the stress: members bc, bm, mh

A: Given:- ef=3m ab=4m bc=cd=de=ij=hi=gh=fg=4m aj=5m To find:- bc, bm, mh stress

Q: Determine the average punching shear stress the circular shaft creates in the metal plate through…

Q: Using method of joints, determine the force in each member of the roof truss shown. State wether…

Q: mess and 6 ri

Q: Homework: For the arch shown, find support reactions. 50KN 10m ↓↓↓ Av Ax 16kN/m R2-20m RI=10m m B By…

A: Figure is as shown

Q: Q2. For the beam and loading shown below. The allawable flexural stress is 12MPa, allawable shear…

A: The given data is shown below: Flexural stress=12 MPaAllowable shear stress=825 KPa

Q: An unpressurized pipe with an outside diameter of 219 mm and a wall thickness of 8 mm is subjected…

A: Given: Outside diameter, do=219 mmWall thickness, t=8 mma=1.3 mb=1.8 mPx=14 kNPy=54 kNPz=26…

Q: The three hinged arch are loaded with: X= 50m W1 = 57.3 KN/m

Q: 2- Find the internal resisting forces at E of the arch shown below. 20k 2k/ft B E 4 36' 12' 24'

Q: Determine the reactions at supports A and C of the three-hinged circular arch.

Q: Q7. A rigid beam rests on supports A and B. Two connected loads 151 each (see figure) move along the…

A: The Beam and LoadsGiven:A rigid beam resting on supports A and B.Two connected loads of 15 tons each…

Q: 6200 N 4.5 m 2 m 1.5 m 4.5 m E b.) Determine the forces in members AB, BD and DE by the Method of…

Q: Problem 17.28 The strongback is made of an A992 steel hollow circular section with the outer…

A: Given data : Steel = A992 Outer diameter = 61 mm P = 75 kN FS = 2 To Find : Determine the max,…

Q: Draw the distribution of the shearing stresses in the channel section for the loading shown in V =…

Q: Check the midspan deflection of the W12 x 40 girder shown? Neglect the weight of the girder. Assume…

Q: Analysis the truss below. 6KN 6 KN 20 KN Figure 1 D 6.67m C 6.67m 6.86 m 6.86m 6.86m BE 6.67 m G…

A: Force in truss members can be determined by using joint method. In this method each joint is…

Q: H.W 4 Find the area of the steel reinforcement required for the RC section below to resist ultimate…

A: Given Data:b=300mmd=600mmMu=350kNmfy=420Mpafc = 20Mpa

Q: Determine the load P such that all the members in the three-hinged arch in Figure P6.29 are in pure…

A: Given:- Three hinged arch Load= 20kN,P,40kN To find:- P

Q: THREE-HINGED ARCH PROBLEM 1 The three-hinged tied arch is subjected to the loading shown in the…

Q: A 4 k 3 k 6 ft 6 ft B 5 k -8 ft-10 ft-10 ft- 15 ft C

Q: 2.35 The 5-ft concrete post is reinforced with six steel bars, each with a 3-in. diameter. Knowing…

A: Objective: To determine the normal stresses in the steel and concrete for the given reinforced…

Q: 25M meter of the column in the ne nber of diameter 28mm longitu

A: Given:- deadload=1530kN live load-1420kN 12mm dimaeter f'c=30MPa fy=425MPa To find:- a) diameter of…

Q: Determine bar force member EF 10 KN 15 KN 10 KN E 1, 0.9 m 0.9 m A G B J IF 1.2m 1.2m 1.2m 1.2m

Q: a) What is the distance to centroid (x）? Please enter answer in mm and to 1dp. b) For the same…

Q: THE THEE-HINGED TIED ARCH IS SUBJECTED TO THE LOADING SHOWN IN THE FIGURE. HEMBERS CH AND CB.…

A: Given Three hinge arch Symmetric Calculate force in cb and ch

Q: 4- Is this a safe beam under the action of 120 kN.m moment? d= 55cm, by-32cm, n=15. C25: Allowable…

A: allowable stress : Civil engineers utilize a design philosophy known as permissible stress design.…

Q: 4- For this truss e=60°, a) Determine the type of supports b) Reaction forces at each support c)…

A: Away from the joint (+ve) = tensile Towards the joint (-ve) = compression

Q: Use the method of sections to determine the forces in truss members FI and EG.

Q: An arch is subjected to the loading as shown below. 2 kN/m 6 kN/m 5 m D 5 m 2.5 m-e 2.5 m -3.5 m The…

A: Given data,

Q: Ceiling Pr. 4-47: A suspended walkway is modeled as a rigid bar and supported by steel rods (E…

Q: calculate the axial forces on member GD and AC of the given problem below. I dentify if these forces…

A: Given:Required:Force in member GD and AC

Q: A Vin 1640 KN B 1640 KN ↓ 1.5m C 1.5m E 1.5m 1640 KN 2.8 m

Q: (c) Find the forces in members 1, 2 and 3 of the three hinged spandrel arch shown below. 2000 N 4000…

Q: nner diameter of 25 mm and a wall thickness of 5 mm, determine the maximum shear the tube when the…

A: According to given data

Question

4. For the circular arch shown in Figure TH – 085, compute the axial force, shear, and
moment at section 1- 1.
100 kN
50 kN-
202 m
30
2 m
2 m
Figure TH - 082
5. For the tied three - hinged arch is shown in Figure TH - 202,
10 kN
15 kN
B
2 m
A
0.50 m 2 m
2 m
1 m
Figure TH- 202
1. Detemine the roller reaction at C.
2. Determine the pin reactions at B( B, and By).
3. Detemine the tension of the cable at A.

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

VIEW

Step 2

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 2 steps with 1 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

Two C 310 x 37 channels are riveted together by pairs of 16 mm rivets spaced 180 mm apart along the length of the beam. What ma ximum vertical shear V can be applied to the section without exceeding the allowable stress: T = 115 MPa, in bearing use j P of 240 MPa for rivets in single shear and o 310 MPa for rivets in double shear. H
place and box final answer in the 4th decimal place
For the truss shown, determine the force in member 3. Given F1 = 96 KN; F2 =192 KN and a =3 m %3D F2 a/3 F1 2 a/3 a a a A. F1 = 96.0 KN %3D B. F3 = 384.0 KN %3D C. F3 = 303.4 KN %3D D. F3 = -303.4 KN E. F3 = -379.2 KN
SIMPLE 100 KN 50 KN STRESSES В 7.00 2. How many rivets are required to member BD to the gusset plate at H A Joint B? The maximum E shear stress of steel 4.00 2.00 3.00 4.00 rivet is 60 MPa. Compute the minimum safe quantity of rivets. 50 KN 50 KN
Given: Loads as shown on the truss. 50 kN Find: The forces in members 40 kN -2 m- -2 m- -2 m ED, EH, and GH. E. 1.5 m F -30 kN 1.5 m B 40 kN I 1.5 m
Problem-1 Analyze the truss manually and using the software and compare your results, P is 8 kN. 4 m 60 60 4 m 4 m DeaLlan 15 EN
Determine the maxi mum shear stress deue loped in the beam 5 KN/m Ø4 cm Ø3 cm 3 N/m 0.2 m 0-2m 0.2
I need the answer as soon as possible
Determine the diameter of the pin in the hinge support if the allowable shearing stress of the pin is 400 MPa. please provide complete solution
Determine by approximate methods the forces acting in the members of the Warren portal shown in Fig. -2m-- 40 kN C 2m 7m 4m. D -2m- EF B TH G 4m H (a) (a).
Pin connection D 50 kN 5m A. 15 kN/m -5.50m -8.50m From the given figure, what is the force at member BD in kN?