The A-36 steel column, having a cross-sectionalarea of 18 in², is encased in high-strength concreteas shown. If an axial force of 60 kip is applied to thecolumn, determine the average compressive stressin the concrete and in the steel. How far does thecolumn shorten? It has an original length of 8 ft.Hint: Refer to the textbook appendix for materialproperties.60 kip9 in.16 in.8 ft

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Answered: The A-36 steel column, having a…

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

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Solve for the indentation diameter if the BHN of the material is 70 and a 500 kg of load is applied? Use indenter diameter 10mm.
A tensile force of 100 kN is applied on a 0.02-m diameter and 2-m long rod. After applying the load, the diameter of the rod decreases to 0.01998 m and the length increases to2.01 m. The true axialstrain is?
Prior to the application of the P = 120 kip load, the gap between C and the rigid wall at D was as depicted as below. Determine the support reaction at D (in kip) after force P has been applied. The assembly is made of solid cylinders: AB is Stainless 304 steel alloy, and BC is 6061-T6 aluminum alloy.
PLEASE ANSWER NUMBER 8.MECH 311(MECHANICS OD DEFORMABLE BODIES): PLEASE GIVE DETAILED SOLUTIONS AND CORRECT ANSWERS. I WILL REPORT TO BARTLEBY THOSE TUTORS WHO WILL GIVE INCORRECT ANSWERS.
A column is fabricated by adhesively bonding two aluminum faceplates to a foam plastic core as shown below. Note that there are only left and right aluminum plates (with no front and back plates). The foam plastic core has a square cross-section with elastic modulus Ef 1110 MPa. Determine the stress in the aluminum plates, the stress in the foam core, and the displacement of the column under the action of the applied force. = Note: Express tensile stresses as positive (+) and compressive stresses as negative (-). Given: • L1 L2 = = 100 mm = 1.7 m • . L3 = = 1.4 mm RIGID PLATE ALUMINUM FACE PLATE F FOAM L2 |← 41 +| |—–—– 63 L1 L3 F = 37 kN σα = σ f = |ɗ| = = number (rtol=0.01, atol=1e-05) number (rtol=0.01, atol=1e-05) number (rtol=0.01, atol=1e-05) MPa ? MPa mm ?
Problem Solving: Show your Solution 1. A sculpture weighing 10,000 N rests on a horizontal surface at the top of a 6.0-m-tall vertical pillar. The pillar’s cross-sectional area is 0.20 m20.20 m2 and it is made of granite with a mass density of 2700kg/m3.2700kg/m3. Find the compressive stress at the cross-section located 3.0 m below the top of the pillar and the value of the compressive strain of the top 3.0-m segment of the pillar. 2. A 2.0-m-long steel rod has a cross-sectional area of 0.30cm2.0.30cm2. The rod is a part of avertical support that holds a heavy 550-kg platform that hangs attached to the rod’s lower end.Ignoring the weight of the rod, what is the tensile stress in the rod and the elongation of the rodunder the stress? 3. In a hydraulic press, a 250-liter volume of oil is subjected to a 2300-psi pressure increase. If the compressibility of oil is 2.0×10−5/atm,2.0×10−5/atm, find the bulk strain and the absolute decrease in the volume of oil when the press is operating.…
The rigid bar ABC supports a load of 21.1 kN at point C. A circular rod (diameter 25 mm) supports the bar at B. The length of AB is 3.5 m and the length of BC is 1.1 m. Calculate the normal stress in the rod. Provide your answer to 2 decimal places in MPа. Rod diameter = 25mm В y F kN
Determine : 1.The sense and magnitude of the stresses induced in the composite if it is not restrained. 2. The sense and magnitude of the stresses induced in the composite if it is partially restrained with an allowed free expansion of 0,3 mm.
PLEASE ANSWER NUMBER 3.MECH 222-MECHANICS OF DEFORMABLE BODIES: PLEASE GIVE DETAILED SOLUTIONS AND CORRECT ANSWERS. I WILL REPORT TO BARTLEBY THOSE TUTORS WHO WILL GIVE INCORRECT ANSWERS.
This is a subject of strength of materialsShow complete solution and clear hand writing no shortcut pls shoe free body diagram and pressure diagram thank you
A reinforced concrete collumn 200mm in diameter is designed to carry an axial compressive load of 320kN. Determine the required cross sectional area of the reinforcing steel if the allowable stress are 6MPa for concrete and 120MPa foe steel. Use Eco=14GPa and Est=200GPa. -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.
A 2.0-m-long steel rod has a cross-sectional area of 0.30 cm². The rod is a part of a vertical support that holds a heavy 550-kg platform that hangs attached to the rod's lower end. Ignoring the weight of the rod, what is the tensile stress in the rod and the elongation of the rod under the stress?

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