. A12-in.-long 1-in.-by-3-in. ASTM A36 steel bar is loaded as shown in the Figure below. The proportional limit is 34,000 psi. Compute: (a) the strains in the x, y, and z directions (b) new dimensions in the x, y, and z directions. H = 0.25 %3D E = 30.000.000 psi

. A12-in.-long 1-in.-by-3-in. ASTM A36 steel bar is loaded as shown in the Figure below. The proportional limit is 34,000 psi. Compute: (a) the strains in the x, y, and z directions (b) new dimensions in the x, y, and z directions. H = 0.25 %3D E = 30.000.000 psi

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: steel tube. Total axial deformation is 1 hat is the compressive load, P? Assume: uter dia. =1" nner…

A: Given data :Length of member (L)=20inAxial deformation = 0.5inModulus of elasticity of the steel is…

Q: A W6 x 15 structural steel column is 24 ft tall and is fixed at its base and top. It is braced…

A: In construction, a steel column provides the essential support for vertical structures. It is…

Q: 1-66 Figure P1-69 shows a bolt subjected to a tensile load. One failure mode would be, if the…

Q: diameter of washer = 9/8 inch = stress in the nut 18 ksi g stress 800 psi

A: d=7/8 inch dia of root thread = 0.731 inch din = 9/8 inch tensile stress = 18ksi bearing stress =…

Q: 2. A column HP 14 x 102 of A572 Gr. 55 steel has a length of 15 ft is fixed at both ends. Compute…

Q: he double I-beam is fabricated by welding the three plates together as shown. Part A 50 mm 75 mm 20…

A: Shearing stress is defined as a type of stress that acts coplanar with the cross section of a…

Q: 6. The round bar shown has steel, brass, and aluminum sections. Axial loads are applied at cross…

Q: A W 24 x 103 is used as a beam that is simply supported at its ends. The properties of the section…

Q: direction lead on the roof - 50%-2 (23) 3³/2/1/1000 =18.29 KN alculate Reaction support 1 22 Wisse 2…

Concept explainers

Bars

In civil engineering, bars refer to steel reinforcement bars or rebars. These are structural members primarily used for reinforcement purposes in masonry works. A bar is characterized by its cross-sectional area, which is negligible compared to its length. Bars are usually manufactured by steel which is uniform throughout the length, or by meshing multiple steel wires. Other materials of the bar include carbon steel, glass fiber, carbon fiber, and basalt fiber. The reinforcing bars are coated with epoxy resins and other materials to enhance some of their properties including corrosion resistance.

Question

2. A12-in.-long 1-in.-by-3-in. ASTM A36 steel bar is loaded as
shown in the Figure below. The proportional limit is 34,000
psi. Compute:
(a) the strains in the x, y, and z directions
(b) new dimensions in the x, y, and z directions.
µ = 0.25
= 30,000,000 psi
84,000 lb
600,000 lb
|X-
12"
600,000 lb
3"
Y
84,000 lb

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

Step 3

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 3 steps with 3 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 scuba tank is being designed for an internal pressure of 2,650 psi with a factor of safety of 2.0 with respect to yielding. The yield stress of the steel is 69,000 psi in tension and 20,000 psi in shear. (Assume that the given radius or diameter is an inside dimension and that all internal pressures are gage pressures.) (a) If the diameter of the tank is 7.0 in., what is the minimum required wall thickness (in inches)? inches (b) If the wall thickness is 0.25 in., what is the maximum acceptable internal pressure (in psi)? psi
pon 9.18 A steel rodin. in diameter and 25 ft long is subjected to an ace axial tensile load of 15,000 lb. Compute (a) stress ons Lanogsib & new (b) strain (c) total elongation aaste sviesiqmos srit nimmst gaites 900 viss srit .rwoda al
3G KOREK docs.google.com/forms Q2: The extension spring shown in the figure has full-twisted loop ends. The material is AISI 1040Q&T 400F0 wire. The spring has 82 coils and is close-wound with a preload of 18 Ibf. (a) Find the closed length of the spring.(b) Find the torsional stress in the spring corresponding to the preload.(c) Estimate the spring rate. (d) What load would cause permanent deformation?(e) What is the spring deflection corresponding to the load found in part d? 0.162 in - in R 글-in R. Option 1
Answer the following for the section at Point D Only Calculate the distributed load "w" that: Will cause the section crack Will cause the reinforcement to yield. Material Properties: F'c = 5000 psi Fy = 60000 psi Es = 29000000 psi Ln = 27 ft L wl₂² 16 wl,² 14 CD L wl,2 vl₁² 10 11 win² 16 h: 28 in A=4 in² b=14 in n d: 25 in
Please show a detailed solution and explanation including its FBD. Thank you!
I need a clear answer by hand, not by keyboard and fast answer within 20 minutes. Thank you | dybala For the beam loaded as shown, find the maximum tensile and compressive bending stresses and maximum shearing stress.. IN.A=4*10mm* 80mm 100mm 60mm 60mm 1.5KN 2kN/m 1mal A |-----|- | Im ++ Im->> 3m 3kN/m
Show full solution
A steel beam is welded at the left and loaded as shown below. It has a rectangular cross section (height=h, thickness=t) with L=1m, a=0.4 m, h=3 cm, t=1 cm, F=500 N, w=200 N/m. a. Find the factor of safety if the material is 1020 Steel that has been hot rolled (hint: ductile) using an appropriate failure theory b. Find the factor of safety if the beam is the materials is gray cast iron number 50 (hint: brittle) using an appropriate failure theory. а F W
Determine the safe load of the column section shown, if it has a yield strength of 25 MPa. E = 200000 MPa. Use NSCP Specifications. Fyz248 mpa Properties of Channel Section d = 305 mm t₂ = 7.2 mm A = 3929 mm² t₁ = 12.7 mm Ix=53.7 x 10mm¹ x = 117 mm Properties of W 460 x 74 A = 9450 mm² b = 190 mm ly= 1.61 x 10 mm x = 17.7 mm tw = 9.0 mm rx = 188 mm ry = 41.9 mm d = 457 mm tr = 14.5 mm Ix = 333 x 10 mm Iy = 16.6 x 10mm* 7.21 When the height of column is 6 m. When the height of column is 10 m. Assume K= 1.0 457 CIVIL ENGINEERING- STEEL DESIGN
The answer is close to 60 Ksi. I need help showing the work to get the answer . Please include units. Thanks