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: Is the thickness of an insulating material considered as the outer radius in computing the insulatio...

A: The diameter of core of the cable and the diameter of insulated core and cable with insulation as we...

Q: *6-4. Water flows with a velocity of 6 m/s through the pipe at A. If the pressure at A is 65 kPa, de...

Q: For the truss loaded as shown, find all the zero-force members. 5 kN 2 kN B F

Q: Chapter 5, Reserve Problem 026 A solid aluminum [E = 70 GPa; a = 22.5 x 10 6/°C] rod (1) is connecte...

A: Given, T1=30°T2=45° For solid aluminiumE=70 GPaα=22.5×10-6/°C For solid bronzeE=100 GPaα=16.9×10-6/°...

Q: e beam shown belov dy factored.

Q: A sample of field soil is tested in the laboratory. The results of Standard Proctor test at optimum ...

Q: Discuss five main activities that one needs to consider for a successful resource drilling project

Q: A B 1 m 4 m 1. Draw the influences for:H (a). reaction at Point C. (b). shear at Point B. (c). momen...

Q: Draw the FDBS of member ADB and BEC 1m 1m B Oc E 1 m D 1.6 m A

Q: A curve having tangents of UV and VW intersects at point V. UV and VW has an azimuth (from south) of...

Q: resultant of four coplanar, concurrent forces is 600 lb, directed S 40degrees E. Three of the forces...

A: Given Resultant force =600lb in S40°E First force 500lb in NW Second force 400lb in E Third force ...

Q: ACI METHOD OF CONCRETE MIX DESIGN Step 1. Choice of slump Step 2. Choice of maximum size of aggregat...

A: Absolute Volume Method: Absolute volume method is one of the methods used for concrete mix design. I...

Q: Two simple curves having vertex angles of 36° and 68°45' respectively are joined to form a compound ...

Q: Wireless communications have had a significant impact on the Internet. We use the Internet today in ...

A: Wireless communication has a major impact on the internet. Most of the wireless communication system...

Q: A column with a section of 0.30m x 0.35m is to be filled up class AA reinforced concrete. It is 3.00...

Q: A car bumper is designed to bring a 1800 kg car to a stop from a speed of 2.23 m/s while deforming 1...

Q: The settlement in Jan 2020 will be (mm).

Q: 4.148 Show that all diagonal members of the truss carry the same force, and find the magnitude of th...

A: Show that all diagonal members of the truss carry the same force, and find the magnitude of this fo...

Q: Q.3. Calculate the long and height dimensions of a gravitational settling chamber for a gas velocity...

Q: At station 6+240 the center height of the road is 2.4m fill while at 6+300 is 1.8m cut. The ground m...

Q: roid (7, g) of the area showr

A: note : we can solve first three part for you according to bartleby guidlines

Q: 4. Given that the system is in equilibrium, find the tension in the ropes as shown. 500 N

Q: The following values were found from the corrected load versus penetration curve after completing a ...

Q: 1. Design a rectangular beam by USD Method for 5-m span, simply supported and must sustain 10 KN/m d...

Q: 5. Design the concrete mix according to the following conditions: Design Environment Building frame ...

A: Concrete mix design includes a course of readiness wherein a blend of fixings makes the necessary st...

Q: Problem#1) For the post-tensioned beam shown in the figure find the maximum usable moment capacity a...

A: Given material properties f'c= 5ksi, fpu= 270 ksi, ...

Q: F. BE = 3.9m EF = 1.8m %3D FC = 4.5m %3D 1.5M, CD = 5.1m %3D Assume Fw = 0.8P %3D Section BC W30x90

Q: 3) In= 24-0" SIMPLY 8'-0" TYP SUPPORTED Kー 5000 psi %3D 29.5" ィ= 6o Ksi WOL= 1.25 KLF 3-#9 CHECK Et ...

A: Answer We are given Beam span = 24 ft f'c =5000 psi fy = 60 ksi Dead Load WDL = 1.25 K/ft Effective...

Q: Show that Reynold’s Number is a dimensionless parameter. Describe the dye/ ink patterns created by e...

Q: 1. A stone is thrown vertically upward from the ground with a velocity of 48.3 ft per sec. One secon...

Q: Find the Y coordinate of the centroid of the composite line shown. ЛУ 2 in 3 in 4 in 2 in 45° 2.65 O...

Q: *8-28. Determine the slope and the displacement at C. EI is constant. Use the moment-area theorems. ...

Q: 9) The detaci of a test Grriead out on sludgeaple follews: are dish-9.52gm Weight of Raw Sludge Samp...

Q: Example Calculate the interior angels of the following travers: Line Fore bearing (F.B) АВ 70° 30' B...

A: Appreciate if there is detailed work with explanation and finds you helpful for ease of understandin...

Q: Surface area that can be covered by half gallon of latex paint (1 coat)

A: Step: 1 Latex paint: - It is one of the types of paints which are totally water based. This paint i...

Q: Based on the given, make a Network Diagram for the activities and compute for the Critical Path and ...

A: Given: The following table is, Activity Preceded Time A - 5 B - 14 C A...

Q: Problem 4. A tension member made of plate 12x1/2 is connected to a % inch thick gusset plate with bo...

Q: 1.0 metre 16 RN/n Ground WaterTable D= 37 degrees 2.5 metres Ysat = 18.39 kN/m Assume that the the s...

Q: Compute the sale lactored un distributed dead load that will be added to the weight of trhe bearm. T...

A: Step :1 C = T 0.85 fc’ a b =As fs fs = 2x 10^5 Ɛt Ɛt/d—c =0.003/c fs = (2x 10^5)x(0.003/c)x(d-c) =60...

Q: Question 4 1.0 metre Ye16RN/n Ground Water Table D= 37 degrees 2.5 metres Ysat = 18.39 kN/m Assume t...

Q: Question 4 1.0 metre ye16RN/m Ground Water Table O= 37 degrees 2.5 metres Ysat = 18.39 kN/m Assume t...

Q: Ex. # 2 A new cast iron pipe 300 mm in diameter and 1600 long carries water from a reservoir and dis...

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

Q: 10 A pile of 40cm diameter and 18.5m -long passes through two layers and embedded in a third layer. ...

Q: Problem: Compute the bar forces of all the members. 35 kN D IT 2.5 m 50 kN ESm 100 kN 5m +5 m 5m

Q: Solve for the moment, shear force, bending moment, maximum compressive stress and tensile stress usi...

Q: what doe nderstend by booster you statione cadd out line their dstrebatión systom. usas că wete

Q: Describe 4 or more applications of Failure Analysis

A: To find: Application of failure analysis.

Q: 7. Refer to the following channel cross section. (a) What is the normal depth? (b) What is the cross...

Q: a.) Determine the horizontal reaction at 'C' in kN. b.) Determine the vertical reaction at 'C' in kN...

A: ##Determine the horizontal reaction at 'C' in kNAnd determine the vertical reaction at 'C' in kN. De...

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

PLEASE WITH FBD. THANK YOU
1. Identify then differentiate the ff Cast Iron Wrought Iron Iron ore Metal Steel Principles of Steel Design (Civil Engineering)
Find the FD FG GD GE HG HF
Members BC, DG, DF, FG, FH
6 6a 6b 6c Alaterally supported beam was designed for flexure. The beam is safe for shear & deflection. The most economical section is W 6 x 20 however the said section is not readily available at the time of the construction. If you are the engineer in charge of the construction what alternative section will be the best replacement? Why? Use: Fy=248 MPa: E=200,000 MPa Designation W8 x 24 W8 x 21 Weight Ag (mm2) 3787 36 31 width mm kg/m d (depth) 30 157.48 152.91 9.27 W6 x 20 expla'n briefly your cho'ce. (transform your comparative analys's 'nto a narative form to support your cho'ce) W8 x 28 42 204.72 165.99 11.81 5323 4568 201.42 164.97 10.16 3974 210.31 133.86 flange bf thickness tf Web 10.16 thickness tw 6.60 Elastic Properties mm 4 Ix x 106 7.24 6.22 6.35 17 41 34 31 mm 3 Sxx 103 220 398 342 298 mm rx 67.56 87.63 86.87 88.65 mm 4 lyx 106 6 9 8 4 mm 3 Syx 106 72 109 92 61 mm ry 38.10244 41.15 40.89 32 Plastic properties. mm 3 Zx x 103 244 446 380 334 mm 3 Zyx 103 110 166 140 93…
wL+ Smax 8EI
H.W: draw the I.L for RA, RC, RF, RD, MD, VCL, VG and MG. A 2 m B -2 m C G 0.4 m 1.6 m D 2 m- E 2 m LL
Determine the Design Flexural Strength of W460x52 A992 Steel with the following cases: CIVIL ENGINEERING STEEL DESIGN With Continuous lateral bracing Unbraced length = 4m, Cb = 1.0 Unbraced length= 12m, Cb = 1.0 a.) b.) c.) Fy = 345 MPa Properties: d = 450mm tf = 10.8 mm 1x 212x10mm* Cw 306x10 mm" Sx** 944 x10¹mm¹ bf 142mm MY Ag - 6650mm2 Zx 1090x10'mm' Ho439mm ry = 31mm tw* 7.62mm J-211x10¹mm* ly = 6.37x10 mm rls - 38.4mm
Use AISC Equation E3-2 or E3-3. Compute both the design strength for LRFD and the allowable strength for ASD.
7 7a 7b 7c Alaterally supported beam was designed for flexure. The beam is safe for shear & deflection. The most economical section is structural tubing however the said section is not readily available at the time of the construction. If you are the engineer in charge of the construction what alternative section will be the best replacement? Why? The section is 8" x 8" x 7.94 mm thick: Use Fy=248 MPa: E=200,000 MPa AISC wall thickness Ix 106 S x 103 Jx 103 mm4 mm3 mm4 rx =ry Area Ag (mm2) mm Designation Weight/m 8x8 7.94 47.36 6,039 79.25 37.84 371.99 60.35 expla'n briefly your cho'ce. (transform your comparative analys's 'nto a narative form to support your cho'ce) 8x8 14.29 80.61 10,258 76.2 59.52 585.02 99.06 8x8 72.7 9,290 76.96 54.53 539.13 90.32 8x8 9.53 56.09 7,161 78.48 44.12 432.62 70.76 mm 12.7 Zx 103 mm3 437.53 714.48 650.57 512.92
Pabacboadcom Question Campletion Stutn MOD LE 4 A Movtng to another question will save this response Question 1 A hwo span beam subjected to shear and flexure only is reinforced as follows: @ MIDSPAN 2-016 mm 3-016 mm SECTION @ FACE OF SUPPORTS TOP BARS BOTTOM BARS 5-016 mm 2-016 mm Given: Stirrup diameter, dg - 10 mm Concrete fe=21 MPa Steel rebar fy 415 MPa Stirrup fy= 275 MPa Beam sizebxh=250 mm x 450 mm Assume all bars laid out in single layer. Calculate the following: Tensile steel ratio in positive bending at midspan = (in 5 decimal places) Design Moment strength of section at midspan for positive bending = kN-m (nearest whole number) kN m (nearest whole number) Nominal Moment strength of section at face of support for negative bending =
Q4\ Which of the following is a zero-force member? 3 8KN 4 G 4 エ子c D. 4 B AC BD IF ID