Answered: Determine the internal forces for…

Engineering

Civil Engineering

Determine the internal forces for members BC, CF and CG. 2 kN A 2 m В 2 m 2 m D SN kN 3 m F E

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

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter5: Beams

Section: Chapter Questions

Problem 5.6.3P

See similar textbooks

Related questions

Q: Compute the coordinates of the centroid (x, y) of the area shown. 2013 Michael Swanbom BY NC SA d a…

A: Data given Find: (a) Centroid , X¯ and Y¯

Q: Compute the coordinates of the centroid (,) of the area shown. Also compute the area moment of…

A: Given:- Values of Dimensions, a = 45 mm b = 27 mm c = 26 mm d = 97 mm To find:- It is asked to…

Q: • Part A Replace the loading system acting on the beam by an equivalent resultant force and couple…

Q: The horizontal x axis is drawn through the centroid C of the area shown, and it divides the area…

Q: but I nee

A: Draw the figure Consider a differential element of size dy

Q: What is j in the equation 3m + r > 3j

A: Given:- Different structures are given To determine:- What is j in the equation 3m + r > 3j

Q: Problem 10. DETERMINE THE DIMENSION FOR THE PLYWOOD BOX BEAM FIGURE SHOWN. y = A1 = 21 x 4.5 41 = A₂…

A: Given data:- The expression Area A1=21X4.5 The expression Area A2=(21-6)×3.5=15×3.5

Q: CORRECT ANSWER

Q: please show all work with proper units.

A: Moment of inertia: - It is defined as the capability of a body to resist angular acceleration about…

Q: Engin 50 HW 8 Locate the centroid of the plane area shown. 16 in. y 20 in. r = 38 in. x

Q: Please solve the following problem so I can understand with step by step solutions

A: To find the centroid of the given figure, follow the steps below: Step 1: In a 2-D coordinate…

Q: A beam of square cross-section is bent in the plane of its diagonal. A cut is made at top and bottom…

A: A beam of square cross-section is bent in the plane of its diagonal.A cut is made at the top and…

Q: (b) Determine the percentage error introduced by using R., in place of ko for the following values…

Q: Problem 7: Figure (a) shows the cross section of a column that uses a structural shape known as W8 x…

A: The force of shear is a sensitive force on the surface. It's said to be the bending moment the…

Q: a k a y: 1 x X

A: To find the centroid, Centroid = (1 / Area) * integral(x * dy)where:Area is the area of the shaded…

Q: Find Ix for the shape below: 2.0 2.0 Ix: Componen Ai 1.0 |ΣΑΙ = |Yave = ΣAiyi/ΣΑΙΞ dy = Yave - yi =…

Concept explainers

Matrix Algebra for Structural analysis

Structural analysis is a process in which the effects of different loads and internal forces, acting on structures and their elements are determined. This method of analysis is effective in detecting the failure loads of the structural elements and the design can be altered before commencing the construction process, which ensures proper strength and safety of the structures.

Question

Please help me with the following question. Please put the whole process and solution because I’m having a difficulty with understanding it. Thank you very much.

Use Method of Sections

SN=66

Determine the internal forces for members BC, CF and CG.
2 kN
2 m
VB 2 m
C
2 m
D
A
SN kN
3 m
F
E

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 2 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

A beam must be designed to the following specifications: Span length = 35 ft Beam spacing = 10 ft 2-in. deck with 3 in. of lightweight concrete fill (wc=115 pcf) for a total depth of t=5 in. Total weight of deck and slab = 51 psf Construction load = 20 psf Partition load = 20 psf Miscellaneous dead load = 10 psf Live load = 80 psf Fy=50 ksi, fc=4 ksi Assume continuous lateral support and use LRFD. a. Design a noncomposite beam. Compute the total deflection (there is no limit to be checked). b. Design a composite beam and specify the size and number of stud anchors required. Assume one stud at each beam location. Compute the maximum total deflection as follows: 1. Use the transformed section. 2. Use the lower-bound moment of inertia.
A W1422 acts compositely with a 4-inch-thick floor slab whose effective width b is 90 inches. The beams are spaced at 7 feet 6 inches, and the span length is 30 feet. The superimposed loads are as follows: construction load = 20 psf, partition load = 10 psf, weight of ceiling and light fixtures = 5 psf, and live load = 60 psf, A992 steel is used, and fc=4 ksi. Determine whether the flexural strength is adequate. a. Use LRFD. b. Use ASD.
If the beam in Problem 5.5-9 i5 braced at A, B, and C, compute for the unbr Cb aced length AC (same as Cb for unbraced length CB). Do not include the beam weight in the loading. a. Use the unfactored service loads. b. Use factored loads.
Note For Problems 9.6-1 through 9.6-5, use the lower-bound moment of inertia for deflection of the composite section. Compute this as illustrated in Example 9.7. 9.6-4 For the beam of Problem 9.4-1, a. Compute the deflections that occur before and after the concrete has cured. b. If the total deflection after the concrete has cured exceeds L240 select another steel shape using either LRFD or ASD.
Note For Problems 9.6-1 through 9.6-5, use the lower-bound moment of inertia for deflection of the composite section. Compute this as illustrated in Example 9.7. 9.6-5 For the beam of Problem 9.4-2. a. Compute the deflections that occur before and after the concrete has cured. b. It the live toad deflection exceeds L360 , select another steel shape using either LRFD or ASD.
Use the composite beam tables and select a W-shape and stud anchors for the following conditions: Span length = 18 6 Beam spacing = 9 ft Total slab thickness = 51 2 in. (the slab and deck combination weighs 57 psf). Lightweight concrete with a unit weight of 115 pcf is used Construction load = 20 psf Partition load = 20 psf Live load = 225 psf Fy=50 ksi and fc=4 ksi A cross section of the formed steel deck is shown in Figure P9.8-9. The maximum live-load deflection cannot exceed L/360 (use a lower-bound moment of inertia). a. Use LRFD. b. User ASD.
The given beam is laterally supported at the ends and at the 1 3 points (points 1, 2, 3, and 4). The concentrated load is a service live load. Use Fy=50 ksi and select a W-shape. Do not check deflections. a. Use LRFD. b. Use ASD.