A frame and a loading are shown. Note that a = 90° – 300 mm- B J a 200'mm 175 mm A 400 mm 200 mm Determine the internal forces at point Jwhen P = 1.7 kN. The axial force is 5.143 O kN The shear force is 1.5 8 kN The bending moment is 1.4786 kN-m

A frame and a loading are shown. Note that a = 90° – 300 mm- B J a 200'mm 175 mm A 400 mm 200 mm Determine the internal forces at point Jwhen P = 1.7 kN. The axial force is 5.143 O kN The shear force is 1.5 8 kN The bending moment is 1.4786 kN-m

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter10: Plate Girders

Section: Chapter Questions

Problem 10.7.9P

See similar textbooks

Related questions

Q: SITUATION. For the K-truss shown, determine the following: 2 m 3 m 3 m 2 m H. 1 kN 2 m PA C EA 1 kN…

A: We will use method of joints.

Q: .Determine the length b of the triangular load and its position a on the beam such that th quivalent…

Q: CB kN AB kN 2.5m 2.5m 3. Determine the forces in the truss shown in B D 2.5m Figure by using method…

Q: A shear force of V = 18 kN is applied to the box girder. Determine the shear flow at point C.

Q: 4) A simply supported box beam is constructed using 4 pieces of 50 x 200 glued together supports the…

A: Size of pieces = 50 × 200 mm

Q: 20 kN/m 30 kN

Q: 2. The simple beam is subjected to loadings: w= 100 kN/m, F= 500 kN, M= 5000 kN-m. The lengths are:…

Q: The resultant of the force system shown is a 50-N · m counterclockwise couple. Find P, Q, and C. 3 m…

A: EFx = 0 P(3/5) – Q(4/5) = 0 3P – 4Q = 0 EFy = 0 P(4/5) – Q(3/5) – 20 = 0 4P – 3Q = 20 x 5 = 100

Q: The bar AB is supported by a frictionless inclined surface at A and a % in diameter pin at B that is…

A: Let,R=reaction at support AHB=horizontal reaction at support BRB=vertical reaction at support…

Q: If the bending working stresses are 22.5 ksi in tension and 27 ksi in compression for the beam…

A: Draw the free body diagram. Equilibrium of horizontal forces, ∑Fx=0Ax=0

Q: Draw the shear force and bending moment diagram and find the maximum bending stress developed in the…

Q: 1. A horizontal force P=650 KN is acting at joint C. The length of AB is 3m and members AC and BC…

Q: Question 1. Determine the tension force in member C and its angle e for equilibrium. The forces are…

Q: wo A = 50 lb/ft 1.2 ft C → T -1.2 ft- TO B wo

Q: 1. Portal Method: The frame shown is subjected to lateral loads as shown. Supports S, T, U V, W and…

Q: 2. Using portal method, solve for the following member forces;| a. Axial force on member CD in kN.…

A: ******Dear student as per our company guidelines i am solving first problem only, please re post…

Q: Solve for the following internal forces occurring on the beam loaded as shown below. a. Moment at B…

A: Moment at Support A, MA = 0 KN-m => -12(26)(6)(7.6+236) + RD(10.6) - (15.9)(3.6) => RD =…

Q: c(kn/m)=3 / d(m)=3.5 PLEASE WITH EXPLANATION 2) Calculate the internal forces at the cross section…

A: Given:- The magnitude of the load applied on the beam = c (kN/m) = 3 kN/m Each span length = d (m) =…

Q: 1. For the given frame below, determine the reaction of hinged supports at point A and E. Use Force…

Q: A |C D a

Q: PROBLEMS 2-31. Determine the x and y components of the 800-N force.

A: GIVEN- P=800N

Q: 2 kN 5 kN 400 mm 700 mm 300 mm Draw the diagram of internal bending moment

Q: Find the bending stress at point B located at Im from the right end of the beam. 2 N/m 1N.m 2 cm 10…

A: The most common structural element subject to bending moments is the beam. When the beam is loaded…

Q: A simply-supported beam carries a uniform load, w = 126 kN/m at its middle third. If L = 13 m,…

Q: a. Determine the maximum bending stress on the section o. Determine the maximum shearing stress at…

Q: Analyze the structure below using cantilever beam method 25KN C 3m 50KN B 4m A F 6m- 8m SOLVE for…

A: Given data in question Framed structure Horizontal point loads Cantilever beam method To find out…

Q: 1m B. 0.5 m 0.5 m D 100 kg

A: Free body diagram of BED

Q: A Bar JK uniformly weighing 34 kN ln is being supported by Strut MN and a hinge at J Consider these…

Q: A rectangular timber beam, 320 mm deep by 140 mm wide, is located as shown below: A 2 KN| 1 m 1kN 1…

A: "Since you have posted a question with multiple sub parts , you will solve first 3 you .To get…

Q: Determine the resultant moment of forces about the point O? Neglect the beam thickness KKN -15 m…

Q: Determine the external reactions at A and F for the roof truss loaded as shown. The vertical loads…

Q: Q.2) For the truss shown in figure below, determine the forces in lo00 TD 2000 N LE in 2/E to JE

Q: 1. Complete the diagrams (. a. Draw the internal normal force diagram of the rod. (* 3 kN 6 kN 2 kN…

A: (a) Draw the internal normal force diagram.

Q: Solve the forces in the simple space truss shown if Figure Q2 using tension coefficients. P(-4;3;0)…

Q: D. D 1083 N

A: Data Given: Asked: Resultant force in member AB

Q: Wo Wo /2 42 R2 Compute for the magnitude of the maximum flexural bending moment (kN-m] through the…

Q: A frame formed by joining a bent beam ACD with a bar BC by a hinge is supported at A and B as shown…

A: We will use Equilibrium of Forces:

Q: A simply supported beam AB = 10 m has a hollow rectangular cross-section with 17 cm as width, 28 cm…

A: As per guidelines we are supposed to answer only first 3 subparts

Q: 2 m 5 kN B Determine the force in member BD, in kN. 3 m V10 kN 5 m 5 m

Q: A simply-supported beam carries a uniform load, w = 143 kN/m at its middle third. If L = 15 m,…

Q: A single horizontal force P of 125 lb magnitude is applied to the end D of lever ABD. Determine (a)…

A: (a)

Q: the maximum vertical force P that can be applied at the end of the bar at C if the allowable stress…

Q: - Determine the Maximum Bending stress at ainy location alang the beam? futo 500 700 N/m 200 30…

A: ASKED: To determine the maximum bending stress in the beam with given cross-section. The maximum…

Q: 800 N 1.2 m 500 N/m А 1.8 m B 1300 N/m

Q: 3 12 kN/m C A 15 kN/m 10 m D Figure P4.7 5 5 m 6 m

Q: B D. H. G. 6 @2m 12 m Determine the following: 1. The axial force on member DF. 2. The axial force…

A: To find force in member DF,EG,EF

Q: 2. For the beam and loading shown, determine the maximum normal stress due to bending. Also draw…

Q: 2. The hinge support at A and steel rod at B support the horizontal rigid bar (neglect the weight of…

Q: From the beam and loading as shown: 140 KN/m FIGURE 14 (B) 0.5 m 0.2 m Derive the expression for the…

Concept explainers

Beams

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe beams.

Question

100%

A frame and a loading are shown. Note that a = 90°
-300 mm-
B
200 mm
D
175 mm
A
400 mm
200 mm
Determine the internal forces at point Jwhen P = 1.7 kN.
The axial force is 5.143
kN
The shear force is
1.5 O kN
The bending moment is 1.4786
kN-m

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 Given

VIEW

Step 2 Calculation of reactions

VIEW

Step 3 Calculation of member force BC

VIEW

Step 4 Calculation of Forces

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 4 steps with 3 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

This force is 41 kN Please. Don't send me the 49 kN's solution.
Which of the following is the nearest value for the force at member BD? a. 5kN tension b. 1.7 kN tension c. 5 kN compression d. 1.7 kN compression
If the bending working stresses are 22.5 ksi in tension and 27 ksi in compression for the beam loaded as shown, determine a) the magnitude of the shear force at a distance of 3 ft from the left support (in terms of P) b)The magnitude of the maximum moment in the beam (in terms of P c) The largest allowable value of P
The beam shown below is subjected to a horizontal force PP via the rope wound around the pulley. The state of stress at point AA is to be determined. The dimensions are d1=2.15m d2=1m, d3=1.3m, d4=330 mm , and r=200 mm. The applied force has magnitude P=6 kN . Part A - Support Reactions and Internal Loading Determine the support reactions Cy and Cx and the internal normal force, shear force, and moment on the cross-section containing point A. Cy= ?, Cx=? , N= ?, V= ?, M=? Part B - Properties of the Cross-Section What are the cross-sectional area, moment of inertia with respect to the neutral axis, and first moment of the area with respect to point AA for the beam? A=?, I=?, Q=? Part C - The State of Stress at A What are the normal and shear stresses at point A? σA=? , τA=?
A 0.400 in. diameter solid steel shaft supports two pulleys. The shaft has a length of L = 9.9 in., and the load applied to each pulley is P = 51 lb. The bearing at A can be idealized as a pin support and the bearing at D can be idealized as a roller support. Determine the magnitude of the maximum horizontal shear stress in the shaft.
FORCE METHOD An overhang beam ABC is loaded as shown. Determine the reactions at the supports due to loading and a support settlement of 1 mm at the roller B. Take E = 200 GPa and I = 500(10^6) mm^4.
An axial force P and a bi-axial moment M are applied on the section shown below simultaneously. The moment has 2 components namely Mx and My but It does NOT have Mz component. Calculate the stresses at Points A,B,C and D. take: M= 26 kNm P= 24 kN L1= 150 L2= 70 mm
Compute the force in member BD in kN. P1=117 kN, P2=72 kN and x = 7.8 m. Write numerical value only and in 2 decimal places
A simply supported beam AB = 9 m has a hollow rectangular cross-section with 13 cm as width, 20 cm as depth and inner thickness as 1 cm is subjected to a point load of 8 N & 8 N acting at C and D respectively and a uniformly distributed load (UDL) of 9 N/m starts from mid-span and ends at the right support of the beam. Determine the maximum bending stress and the bending stress at 1 cm from the top. Take AC = 1 m & CD = 2 m. note; sole 4 . 5.6 and 7 i) Reaction force at B in (N)= ii) Reaction Force at A in(N)= iii) The distance from B at which the shear Force value changes from "-" to "+" in (m)= iv) Maximum Bending Moment (Please write the Maximum bending moment valve in "Nm") = v) Moment of Inertia, I in (m^4)= vi) Maximum bending stress in (N/m^2)= vii) Bending stress at 1 cm from the top in (N/m^2) =
The frame (Figure 1) has dimensions H1 = 4 m , H2 = 3 m , and L1 = 6 m , and supports two lateral loads P1 = 10 kN and P2 = 12 kN . The area of column AE is 40 cm2 and the area of column BF is 80 cm2 . a) Use the cantilever method to determine the axial force at G. Gy = ? b) What is the horizontal reaction from the ground on the base of the column at A? Let a positive reaction be pointing to the left. Ax = ? c) What is the horizontal reaction from the ground on the base of the column at B? Let a positive reaction be pointing to the left. Bx = ?
Thumbs-Up will be given. Write the complette solutions legibly. Answer in 3 decimal places Structural Theory a. Determine the vertical reaction R₂ in KN. b. Determine the shear at midspan between vertical supports in KN c. Determine the maximum factored load moment in the beam in KN.m
From the given figure, what is the force at member BD in kN?