F3-10. Determine the force in members GF, CF, and CDand state whether they are in tension or compression.400 lb400 IbG400 IbH6 ft400 Ib400 Ib6 ftCB- 8 ft--8 ft--8 ft--8 tD-8 ft-F3-10

To find force in member GF,CD,CF

Answered: 3–10. Determine the force in members…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

The single story two-bays frame is unbraced, and bending is about the x axis of each member. All beams are W16 × 57, and all columns are W10 × 100. If L1,beam = 18 ft, L2,beam = 20 ft, Ibeam = 758 in4, Lcolmns = 15 ft and Icolumn = 623 in4 . Assume the end A of a column is pinned. What are the elastic G factors for the joints A and B of the interior column?
The members of the truss are assumed to be pinconnected. If member CB is an A-36 steel rod of 40 mmdiameter, determine the maximum load P that can besupported by the truss without causing the member tobuckle. For A36 steel E=200 GPa and σY = 250 Mpa
the frame shown is subjected to lateral loads as shown. Supports S, T, U, V, W, and X are rigid supports. Column HMS Column ADINT - 400*400 Column BEJOU - 500*600 Column CFKPV - 600*600 Column GLQW - 500*600 Column RX - 300*300 Find: a) find the center of gravity(x̄) b) shear(v) and axial forces(p) and moment(m) at each column and girders
Three wheel loads roll as a unit across a 44-ft span. The loads are P1 and P2 separated by 9 ft, and P3 at 18 ft from P2. Determine the maximum moment and maximum shear in the simply supported span P1= 8000 lbs P2= 5000 lbs P3= 6000 lbs
The 15m long cabble supports the load W1 and W2 as shown. Find the ratio W1/W2 for which the segment BC will be horizontal; that is B2 =o
A W12x79 of A573 Grade 60 (Fy = 415 MPa) steel is used as a compression member. It is 6.6 m long, fixed at the top and bottom, and has additional support in the weak direction at mid-height. Properties of the section are as follows: A = 14,500 mm^2 Ix = 258.6 x 10^6 mm^4 Iy = 84.375 x 10^6 mm^4 Calculate the effective slenderness ratio with respect to strong axis buckling using theoretical value of k.
A cantilever beam having a 4m span carries a uniformly distributed load throughout its length. The beam is A36 steel with yield strength Fy = 248 MPa. The beam is not restrained against lateral buckling. The beam is W 21 x 93 steel. Determine the maximum value of the moment at the fixed support. Please include FBD/drawing.
Design the W14 section column AB of the frame shown. Assume it is unbraced along the x axis andbraced in the weak y direction. The loads on the column are dead load D = 200 kips and live load L = 600kips. First determine the effective length factor K via nomographs. All girders (beams) are W16 × 100.
12 A W12x79 of A573 Grade 60 (Fy = 415 MPa) steel is used as a compression member. It is 6.8 m long, fixed at the top and bottom, and has additional support in the weak direction at mid-height. Properties of the section are as follows: A = 14,500 mm^2 Ix = 258.6 x 10^6 mm^4 Iy = 84.375 x 10^6 mm^4 Calculate the critical slenderness ratio with respect to weak axis buckling using theoretical value of k.
The T-beam in the floor system has a slab thickness of 90 mm and supported by beams 6.5 m span. The beam is casts monolithically with the slab. The spacing of beams is 2 m on centers and width the web is 400 mm. The effective depth of the beam is 600 mm. It is reinforced at tension side with 8-28mm Φ bars. fc’ = 28 MPa, fy = 415 MPa 1. Which of the following most nearly give the effective width of the flange? a. 1565 mm b. 1305 mm c. 1275 mm d. 1625 mm 2. Which of the following most nearly gives the depth of compression block? a. 62.25 mm b. 52.86 mm c. 60.26 mm d. 58.29 mm 3. Which of the following gives the nominal moment capacity of the beam? a. 1461.25 kN/m b. 1156.36 kN/m c. 1163.15 kN/m d. 1172.58 kN/m
The bars of the pin-connected frame are each 30mm by 60mm in section. determine the maximum load p that can be applied without exceeding 100 MPa in tension or 80 MPa in compression.
A built-upsection is to be used as a girder. It is simply supported over a span of 9 meters and laterally supported at supports and midspan. Use Fy=345MPa and Cb=1.0 Properties of the section: A=12,620mm2 d=450 mm tw=10 mm bf=300mm tf=14mm rx=203.88mm ry=70.67 mm Ix=524.59x106mm4 a.Determine the elastic section modulus, Sx. b.Determine the plastic section modulus, Zx. c.Determine the compactness of the section. d.Determine the lateral support condition. e.Determine the Allowable Flexural Strength of the girder. f.Determine the Ultimate Flexural Strength of the girder.

SEE MORE QUESTIONS

Recommended textbooks for you

Structural Analysis

Civil Engineering

ISBN:

9781337630931

Author:

KASSIMALI, Aslam.

Publisher:

Cengage,

Structural Analysis (10th Edition)

Civil Engineering

ISBN:

9780134610672

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Principles of Foundation Engineering (MindTap Cou…

Civil Engineering

ISBN:

9781337705028

Author:

Braja M. Das, Nagaratnam Sivakugan

Publisher:

Cengage Learning

Structural Analysis

Civil Engineering

ISBN:

9781337630931

Author:

KASSIMALI, Aslam.

Publisher:

Cengage,

Structural Analysis (10th Edition)

Civil Engineering

ISBN:

9780134610672

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Principles of Foundation Engineering (MindTap Cou…

Civil Engineering

ISBN:

9781337705028

Author:

Braja M. Das, Nagaratnam Sivakugan

Publisher:

Cengage Learning

Fundamentals of Structural Analysis

Civil Engineering

ISBN:

9780073398006

Author:

Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning

Publisher:

McGraw-Hill Education

Sustainable Energy

Civil Engineering

ISBN:

9781337551663

Author:

DUNLAP, Richard A.

Publisher:

Cengage,

Traffic and Highway Engineering

Civil Engineering

ISBN:

9781305156241

Author:

Garber, Nicholas J.

Publisher:

Cengage Learning

SEE MORE TEXTBOOKS

3–10. Determine the force in members GF,CF, and CD nd state whether they are in tension or compression. 400 Ib 400 Ib 400 lb 400 lb H 6ft 400 Ib 6ft A B -8 ft--8 ft--8 ft- -8 ft-