WT12 x 38LongitudinalweldsGiven: Properties of WT12 x 38: A, = 11.2 in? y = 3.0 in. b = 8.99in.Use A992 Steel: F, = 50 ksi F = 65 ksiLL = 3 DL%3D%3Dtw= centroidal distancebfA. Governing Ultimate Tensile Capacity based on Yielding of gross sectionRound your answer to 0 decimal places.

This is one of the common types of forces transmitted in the structural system. The tension members…

Answered: A. Governing Ultimate Tensile Capacity…

Engineering

Civil Engineering

A. Governing Ultimate Tensile Capacity based on Yielding of gross section

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: The timber member has a cross-sectional area of 1653 mm2 and its modulus of elasticity is 12.9 GPa.…

A: Calculate the axial force in each of the segments of the given bar. Then using the algebraic sum of…

Q: A bar made of high strength low-carbon steel of GRade 50 (yield strength gauge 50 ksi) , is 0.5 inch…

A: This question is related to the Strength of Material.

Q: AW360 x 72 standard steel shape is used to support the loads shown on the beam in Figure A. The…

A: Given data,Fig is givenP=5.7KNw=15.6KN/mM=44KN.ma=1.45mFINDMaximum tensile bending stressMaximum…

Q: Locate the centroid y of the composite area. Set a = 8 mm, b = 28 mm, d = 21 mm, h = 44 mm. (Figure…

Q: The timber member has a cross-sectional area of 1653 mm2 and its modulus of elasticity is 12.9 GPa.…

Q: Question # 01 p f Design the following steel beam for bending and check for both shear stress and…

A: Fb(allowable) = 30 ksiFv(allowable) = 14.5 ksiE = 30000 ksi

Q: Which among the formulas below can be used to compute the combined stress at the bottom fiber of a…

Q: Which of the following statements is true for design properties of non pre-stressed steel…

A: Find the correct one

Q: Which among the formulas below can be used to compute the combined stress at the bottom fiber of a…

A: ASKED: To compute the formula for combined stress at the bottom fiber of a beam subjected to axial…

Q: 2. Discuss how structural steel is tested in the aboratoryforquality contro. Cite relevant ASTM…

A: Different tests, including destructive as well as nondestructive, are carried out to describe the…

Q: 4-ø28 mm at the bottom and 2-ø20 mm at the top of the beam, Concrete covering to centroid of…

Q: In ASTM D245, what is the length of time for duration of load assumed for strength calculations? How…

A: Objective: To study ASTM D245 and answer the following question: 1) duration of load assumed for…

Q: Y ▼ Part A Locate the centroid y of the composite area. Set a = 130 mm, b = 440 mm, d= 30 mm, h=250…

A: Determine a. Centroid of shaded area. b. Moment of inertia about the x'-axis.

Q: in each segment. 4P Steel Aluminum 1.75' 2.75' 2.50' Bronze Answer: Øst = 13.33 ksi, OBr = 1

Q: 400 mn 300 mm 300 mm: A. 200 mm -- 100 mm 400 mm B Determine the tension forces and any other forces…

Q: A steel bar is attached to a wood support beam with four 22 mm diameter lag screws, as shown in the…

A: Given ; Dia of lag screws = 22 mm width of steel bar = 69 mm thickness = 8mm the yield strength =…

Q: SITUATION. The figure shows a highway bridge truss. S F G H A B C FE FE 市 Given: S=4m H = 5m Due to…

A: (D) 16m is the correct answer. The question is based on the influence line diagrams. Draw the…

Q: Define the various limit states of strength ?

A: Answer:- Limit state:- A limit state is a condition of a structure beyond which it no longer…

Q: The wood has an allowable normal stress of Oallow = 15 MPa and an allowable shear stress of Tallow =…

Q: A steel bar is attached to a wood support beam with four 22 mm diameter lag screws, as shown in the…

A: Given Diameter of screw, d = 22 mm Number of screws, n = 4 Width of steel bar, b = 69 mm Thickness…

Q: Assume that all members are pin connected and P = 5 kN. (Eigure 1) Figure 3 m3 m3 m+ 2007 P P…

Q: - A joint is made by gluing two plywood gussets of thickness to wood boards. The tensile working…

A: The tensile working stresses for the plywood is 1200 psi.The tensile working stress for the wood…

Q: 2. A wood beam carries the loading shown in the figure. Determine the smallest allowable width b of…

A: Given working stress in bending is 10MPa

Q: The shear force acting at the section is V = 38 kip. S in 6 in

Q: A beam, which is rectangular, has a base of 250 mm, and d = 575 mm. The beam is singly reinforced,…

Q: ow does the strength changes in multiple axis load?

A: Anisotropic materials are also known as “triclinic” materials. They are direction-dependent mediums…

Q: Which among the formulas below can be used to compute the combined stress at the bottom fiber of a…

A: sign convention compression =positive (+) tension= negative (-)

Q: illustrate normal stresses in cross section.

A: Normal stress is the stress component perpendicular to a given surface, such as a cross section of a…

Q: Discus why the value of compressive strength more than tensile strength.

A: To discuss: Why the value of compressive strength more than tensile strength.

Q: A composite beam is under external loads as shown below. Draw the internal shear force and bending…

A: Length of span= 3.6 mUdl= 40 kN/mPoint load = 75 kN

Q: (3) for Normal weight Concrete, using ACI Code and recommendation for high strength concrete, to…

A: Solving first questionGiven datacompressive strength of concrete given in table findmodulus of…

Q: 7. A solid aluminum cylinder is placed within an ASTM A501 steel tube as shown. Compute the stresses…

A: Given Data: The diameter of the solid aluminum cylinder is d1=3 in. The diameter of the steel tube…

Q: A rectangular steel block is 4 inches long in the x direction, 2 inches long in the y direction, and…

Q: What are Sources of Shear Resistance

A: Shear resistance Shear resistance of an beam is estimated to comprise partly from concrete and the…

Q: The wood beam has an allowable shear stress of Tallow 3.5 MPa. 50 mm 4 Part A 200 mm 50 mm 4 50 mm +…

A: Given:Allowable shear stress = 3.5 MPaRequired:Maximum shear force V

Q: In the connection shown, 1/4-in. side and end fillet welds are used to connect the 3-in.-by-1 in.…

Q: What is the characteristic strength of a mild steel reinforcement bar? Select one: O a. 415 N b. 415…

A: A multiple choice questions have been given and it has been asked to choose select suitable answer.…

Q: The simply supported beam is built up from three boards by nailing them together as shown. The…

A: Given data - P = 14.9 KN Shear strength of each nail = 1.9 KN Find out - Determine the maximum…

Q: How do non-pre-stressed structural units differ from pre-tensioned units?

A: Solution: Non-pre-stressed units are termed as reinforced and they has been prepared in the same…

Q: Give the relationship between the compressive, tensile and flexural stress of concrete in terms of…

A: The listed are the relationship between their strength

Q: Describe the steps of preparation for determining stresses on the plane in terms of principal…

A: Assess the location on the body where to assess principal stresses. Each load combinations were…

Q: Define the Normal and Shear Stresses on a Plane ?

A: The normal stress is the stress acts perpendicular to the surface of the object.It can be of tension…

Q: Refer to the figure shown. 1450 300 Given are the following: fc' 35 MPa fou = 1,500 MPa Aps = 1,800…

A: Given f'c= 35 Mpa fpu = 1500 Mpa

Q: Briefly, Explain How to construct the Forming Limit Diagram (FLD) for any metal?

A: The construct of FLD involves two methods: a theoretical approach and an experimental approach.In…

Q: Given the beam section, NA and I, determine the following: Maximum Tensile Stress, STmax= MPa (one…

A: Given cantilever beam with uniformly distributing load and it is required to determine the maximum…

Q: hat are the differences between permissible stress and grade stress?

A: Introduction: The applied load divided by the initial cross-sectional area of a material yields the…

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

WT12 x 38
Longitudinal
welds
Given: Properties of WT12 x 38: A, = 11.2 in? y = 3.0 in. b = 8.99in.
Use A992 Steel: F, = 50 ksi F = 65 ksi
LL = 3 DL
%3D
%3D
tw
= centroidal distance
bf
A. Governing Ultimate Tensile Capacity based on Yielding of gross section
Round your answer to 0 decimal places.

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1: Introduction

VIEW

Step 2: Gross section yielding

VIEW

Step 3: Net Section Rupture

VIEW

Step 4: Block shear failure

VIEW

Step by step

Solved in 4 steps

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

1. A two span beam subjected to shear and flexure only is reinforced as follows: Given: Stirrup diameter, ds = 10 mm Concrete f'c = 21 MPa Steel rebar fy = 415 MPa Stirrup fy = 275 MPa Beam size b x h = 270 mm x 450 mm Assume all bars laid out in single layer. Calculate the following: a. Tensile steel ratio in positive bending at midspan = _____?______ (in 5 decimal places) b. Design Moment strength of section at midspan for positive bending = ____?_____ kN·m (nearest whole number) c. Nominal Moment strength of section at face of support for negative bending = _____?____ kN·m (nearest whole number)
Pls answer thanks
Question. Two plates each of 50 mm x 500 mm section are glued together along the length to form a section 50 mm x 1000 mm, used as a beam. If the shear force at a section is 1000 N. What is the maximum shear stress on the glue?
S = Area of Bearing (in²) 4 4 4 +Tabulated Data and Result Specimen No. 1 2 3 Maximum Load Area of Bearing Maximum Load (lbs.) 20000 20500 21000 Compressive Strength (psi)
Discuss the different types of stresses.
Please give handwriting solution
I. Problem Solving: Answer what is being required. Show you complete solution. 1. Compression test was applied to a certain type of wood. Compute the stress based on the following dimensions. The grains are parallel with the length. а. Dimension (mm) Load (N) Compressive stress (MPa) Compression Test L= 50 Parallel to the grain В 3 75 130,000 W = 75 L = 50 Perpendicular to the Grain В - 75 W = 75 35,000 b. What would be the shear stress for a single shear for the same data in a.? c. What is the modulus of rupture if the width of the specimen is 50mm, depth is 50mm and the effective length is 30cm. The specimen failed at 24KN 2. A moisture test was conducted and the following weights were acquired before and after the wood was placed inside the oven for 24 hours. Initial weight 40g Final Weight 37g Moisture content
A steel bar is attached to a wood support beam with four 22 mm diameter lag screws, as shown in the figure. The steel bar is 69-mm-wide by 8-mm-thick. For the steel bar, the yield strength is 235 MPa and the ultimate bearing strength is 350 MPa. The ultimate shear strength of the lag screws is 155 MPa. Factors of safety of 1.70 with respect to yield strength and 3.0 with respect to bearing strength are required for the bar. A factor of safety of 2.9 with respect to the ultimate shear strength is required for the lag screws. Determine the allowable load P that can be supported by this connection. (Note: Consider only the gross cross-sectional area of the bar-not the net area.) Support beam Answer: Pallow= 0000 P Steel bar KN
A wood beam reinforced by an aluminum channel section is shown in the figure. 150 mm 230 mm 38 mm 6.5 mm -163 mm- The beam has a cross section of dimensions 150 mm x 230 mm, and the channel has a uniform thickness of 6.5 mm. If the allowable stresses in the wood and aluminum are 8 MPa and 50 MPa, respectively, and if their moduli of elasticity are in the ratio 1 to 6, what is the maximum allowable bending moment for the beam? Enter the magnitude in kN · m. (Assume that the component parts of the beam are securely bonded by adhesives or connected by fasteners. Also, be sure to use the transformed-section method in the solution.) (No Response) 14.06 kN· m
Please ACI code , not IS code
PART III. Draw the Stress-Strain Diagram and label it properly.
Detailed Sol please.