From the given figure shown, a freshly concrete(p = 2390 kg/m3) is poured in between thewooden forms to make a slab. If the bolts areused to hold the wooden forms and is located asshown, compute the forces in each bolt.Concrete3.60 m2.70 m+pocme40 mm40mm[

Answered: Image /qna-images/answer/40c4317f-cca3-492e-885e-f889e51ecf6e.jpg

Answered: From the given figure shown, a freshly…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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A cast iron 3m long is completely filled with concrete and used as a vertical strut. If the externaldiameter of the tube is 450mm and the wall is 35mm thick, determine the maximum compressiveload the composite strut can support if the stress in the concrete is not 2N/mm2? By how muchshould the strut shorten under this load? For cast iron EA= 100GN/m2 and for the concrete EB=10GN/m2?
ASAP DONT REJECT ME, I'LL GIVE UPVOTE THANK YOUU Solve the basic development lengths in tension for the following deformed bars embedded in normal-weight concrete. State if you have assumptions. (a) 12mm bar dia; 32 mm bar dia. fy = 41.4 MPa fy = 413.7 MPa (b) 44mm bar dia; 57 mm bar dia. f c = 28 MPa fy = 552 MPa
A symmetrical cross-section of a reinforced concrete shown has a value of f'c = 26.27 MPa and fy = 414 MPa. Calculate the nominal capacity based on the maximum steel area for a tension- controlled condition. Use the following dimensions: b = 498 mm d = 709 mm t = 152 mm web thickness - 152 mm b 1 I d
Questions A slab panel in a building ú idealized as cantilever beam as shown below with their ustimate. actions represented. - 15KN/m²· mmte ܣܩ 120KN ·1.5m. Calculate the area of steel reinforcement required for the slab. Take b = 1000mm, dz 150mm fekz 25 man slyk = 460 MPa.
For the given cross section below, Compute tne meximum stress of concrete and steel. All aimensions are in 'mm'. Use M-150KN-m ana n=8. Tne answers are | MPa ana MPa. 500 200 100 400 3-32mm Ø 100 100 10) 100
A rectangular steel block is 4 inches long in the x direction, 2 inches long in the y direction, and 3 inches long in the z direction. The block is subjected to a triaxial loading of three uniformly distributed forces as follows: 60 kips tension in the x direction, 70 kips compression in the y direction, and 45 kips tension in the z direction. If v = 0.30 and E = 29x10^6 psi. Determine: - - - - Areas in the X, Y, and Z Direction Stresses in the X, Y, and Z Direction Normal Strain in the X, Y, and Z Direction Elongation in the X, Y, and Z Direction Single Uniformly Distributed Load in the X Direction that would produce the same deformation in the Z Direction as the Original Loading Px = : 60 kips Pz = 45 kips Py = 70 kips X 4 in Py = 70 kips Pz = 45 kips y 2 in 3 in Z Px = 60 kips
Unit for Concrete a. Pieces b. Sack c. Cubic Meters d. All of the above
2. From the figure shown, fc' = 20 MPa, fs = 140 MPa, and n = 12. Determine the moment capacity of concrete and steel (Cracked Analysis Only) 750mm IDOM 40bmm 2-32 mm (Gomm Ssomm 2uo mm
A RECTANGULAR ALUMINUM BLOCK IS 40mm LONG IN THE Y DIRECTION, 20mm WIDE IN THE Z DIRECTION AND 25mm THICK IN THE X DIRECTION. IT IS SUBJECTED TO A TRIAXIAL LOADING CONSISTING OF A UNIFORMLY DISTRIBUTED FORCE OF Px=3 (COMPRESSION), Py=6 (TENSION) AND Pz=9 (COMPRESSION) IN THE X, Y AND Z DIRECTIONS RESPECTIVELY. IF THE POISSON’S RATIO = 1/4 & E = 70 GPa, DETERMINE THE STRAINS IN THE X, Y AND Z DIRECTIONS. ALSO DETRMINE A SINGLE DISTRIBUTED FORCE IN THE Y DIRECTION THE WOULD PRODUCE THE SAME X DEFORMATION AS THE ORIGINAL.
A copper flat measuring 60mmx30mm is brazed to another 60mmx60mm mild steel flat as shown. If the combination is heated through 120 ℃, determine the stress produced in each of the bar. Concrete: ? = 18.5x10^-6/℃, ?? = 110 GN/?2 Steel: ? = 12x10^-6/℃, ?? = 220 GN/?2 Length of each flat = 400 mm.
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A steel bar 50 mm in diameter and 2 m long is surrounded by a shell of a castiron 5 mm thick. Compute the load that will compress the combined bar a totalof 0.8 mm in the length of 2 m. For steel, E = 200 GPa, and for cast iron, E = 100GPa. Note provide a diagram/figure. -Draw and label the diagram correctly, No diagram in the solution will be marked wrong. -Shortcut solution will be marked wrong.- Direction of the assumption of the equilibrium equation must be shown, no direction will be marked wrong.

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From the given figure shown, a freshly concrete (p = 2390 kg/m3) is poured in between the wooden forms to make a slab. If the bolts are used to hold the wooden forms and is located as shown, compute the forces in each bolt. Concrete B 3.60 m 2.70 m -pocm