Where Fy =248 Mpa Compute the elastic moment capacity, plastic moment capacity, and shape factor(f) of the ff. sections. Use A36 steel.1.2.Principles of Steel DesignPlate no. 8:Elastic and Plastic Properties3.14 mm.220 mm50 mm20 mm250 mm20 mm200 mm20 mm30 mm

Answered: Image /qna-images/answer/f6b9c116-3820-41e5-93b6-8b44e0bb9a11.jpg

Compute the elastic moment capacity, plastic moment capacity, and shape factor (f) of the ff. sections. Use A36 steel. 1. 2. N Principles of Steel Design Plate no. 8: Elastic and Plastic Properties 14 mm. 220 mm 20 mm 250 mm 20 mm

Compute the elastic moment capacity, plastic moment capacity, and shape factor (f) of the ff. sections. Use A36 steel. 1. 2. N Principles of Steel Design Plate no. 8: Elastic and Plastic Properties 14 mm. 220 mm 20 mm 250 mm 20 mm

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: Please

Q: As shown in the figure compute the amount and location of the vertical and horizontal components of…

Q: GIVEN: Truss loaded with dead, live and wind. 500 lb 1000 lb 1000 lb DEAD LOAD 1000 lb 1000 lb 1000…

A: To calculate :Analyze the truss

Q: Please

Q: 6. An L5 X 31/2 X 1/2 angle, as shown in Figure below is to carry 20 kips dead load and 70 kips live…

A: An angle section of L Dead load (DL) = 20 kipsLive load (LL) = 70 kipsDiameter of bolt (db) = 3/4 in…

Q: Determine the magnitudes of the pin reactions at A and D. Neglect

Q: Determine the reactions of the given beam using slope deflection method. w = 25 kN/m and P = 45 kN P…

A: Determine the support reactions and moment-BC using slope-deflection method.

Q: For the truss shown below, use the virtual work method to find the following: (Ta E-250Gpa [250 X…

Q: What is the horizontal displacement at Joint D in mm? I=15.5 x 10 mm and E= 200 GPa Seg Origin Limit…

Q: Problem-11 Determine the tension in each of the ropes TBA and TCA. ww 4m B 5m 500N 4m 2m

Q: Example 6 Determine the support reactions on the frame shown. El is constant. 8 kN/m 5m Actual Frame…

A: The statically indeterminate frames are solved using the method of consistent deformation or Force…

Q: 6.3 Refer to Figure 6.7 and consider a rectangular foundation. Given: B = 1.5 m, L=2.5 m, Df = 1.2…

A: Since you have posted multiple questions, we will provide the solution only for the first question…

Q: The following data were collected for two verticals in a stream at a gauging station. Compute the…

A: Stream gauging is a method for measuring a stream's discharge, or the amount of water passing…

Q: P8.20. (a) Compute the vertical deflection and slope of the cantilever beam at points B and C in…

A: E = 4000 Kips/in.2 Determine the vertical deflection and slope at B and C. Determine the minimum…

Q: A project of Glam Rock Industries involves making a small concert hall. The contractor pays 40000php…

Q: For linear stress variation over the base of the dam of the figure, find where the resultant crosses…

Q: Consider the beam shown in (Figure 1). Suppose that M=5.5 kN m. EI is constant. Assume that EI is in…

Q: 1949 mm Water 343 mm 2167 mm Mercury Fig. 1: A U-tube manometer to measure the pressure difference…

Q: 6-67 The airplane is flying at 250 km/h through still air as it discharges 350 m³/s of air through…

A: the data is given as followsdia of propeller=1.5m

Q: 4-33. Draw the shear and moment diagrams for the beam. 600 lb/ft 6 ft -12 ft Prob. 4-33 B

Q: Problem #3: Determine the force in members AF, BF, and BC, and state if the members are in tension…

Q: Know that all = 153 MPa and Tall = 100 MPa. A 275 KN 1.5m B 3.6 m- Shape W760x147 W690×125 W530x150…

Q: A vertical parabolic curve has a grades of g1= 4% while g2=6%, what the grade at the third quarter?

A: Initial grade (g1) = 4%Final grade (g2) = 6%In a vertical parabolic curve, the grade changes…

Q: 0.25 m DE 0.25 m 1.5 m F D 10° 60° 30° L 0.5 m 2m J A HW18: FBD of the bucket and whole upper…

Q: For pretensioned axially tensioned member, how to calculate the effective prestress established in…

A: 1. The stress remaining in the concrete due to prestressing after the loss of prestress.2. Loss of…

Q: Solve for the force in segment CD in the cable system shown.

Q: A reinforced concrete beam has the following properties bw=300mm d= 450mm f'c = 28Mpa fyt=275MPa. If…

A: bw=300mmd= 450mmf'c = 28Mpafyt= 275MPaFactored shear force at the critical section is 100 kN10mm…

Q: For the shown statically determinate Frame, using Virtual Work Method: 1. Calculate the Slope angle…

Q: Select the lightest pair of C9 channels to support the loads PD = 50 k and PL = 90 k. The member is…

A: Dead load, DL=50 kLive load, LL=90 kLength of the member is 20 ft.Grade of steel is A36Diameter of…

Q: The 10 ft rectangular wooden column has the dimensions indicated. Determine the critical load if It…

A: Length of the column (L) = 10 ft x 12 = 120 inModulus of elasticity of material (Ew) = 1.6 x 103…

Q: A soil having a specific gravity of 2.74 has a moist unit weight of 20.6 kN/cu.m and a moisture…

A: Specific gravity, Gs = 2.74Moist unit weight = 20.6 kN/m3 Moisture content = 16.6%

Q: How do I calculate the required completely mixed aeration tank volume (m3) for the following…

A: Average discharge, Target MLVSS

Q: Find the degree of redundancy and suggest a primary structure so that the structure can be analyzed…

Q: If the wire has a diameter of 0.9 in., determine how much it stretches when a horizontal force of…

A: A36 steel d = 0.9 in P = 2.5 kips

Q: The water depth and discharge in a 3-m wide rectangular channel are 0.15 m and 2.25 m³/s. What is…

A: Rectangular channelWidth of the channel (B) = 3m Depth of flow (y1) = 0.15 m Discharge (Q) = 2.25…

Q: The figure shows the state of stress on the element at a point on a member. Determine the stress…

A: Normal stress about x axis, Normal stress about y axis, Shear stress, Angle, To find: Stress…

Q: CS X 13.7 S10 × 25,4 PROBLEM 6.7 A columm is fabricated by connecting the rolled-steel members shown…

A: Given data - Shear force = 30 kips Space (S) = 5 in Diameter = 3/4 in Find out - Shearing stress in…

Q: A horizontal channel with rectangular cross-section has a width of B₁ = 3 m and depth of y₁ = 1.55…

Q: SAMPLE PROBLEM 2: VSE LRFD Steel column 3.6m long and hinged at both ends is used to carry an axial…

Q: 4.1 A line load of q = 60kN/m with a = 0 is placed on a ground surface as shown in Figure P4.1.…

Q: a) For the following structures, calculate -Reactions -Deformation diagrams (individual and general)…

A: The moment distribution method is a structural analysis technique used to determine the bending…

Q: 4-38. Draw the shear and moment diagrams for the beam. 50 lb/ft 20 ft Prob. 4-38 B 200 lb-ft 10 ft-…

Q: How

Q: Determine the compressive load that can be carried by a UC 305 x 305 x 158 in S275 steel over a…

A: The objective of the question is to determine the compressive load that a UC 305 x 305 x 158 in S275…

Q: B TIM F Compute vertical displacement at C using conjugate beam method method.

Q: For the slab shown in figure. Determine the steel reinforcement in the short direction for the…

A: Live load(LL)=6 kN/m2,Concrete strength (fc)=28 Mpa,Yield strength(fy)=420 Mpa.

Q: 1. A pump station design fills a pressurized water tank by pumping water from a reservoir. The flow…

A: Frictional loss is due to shear stress in the walls of the pipe.

Q: Draw the moment diagram for the following beam

Q: 1. A reservoir has the following inflows and outflows for the first three (3) months of the year. If…

A: Storage beginning of January month= 60 m3 The inflow and outflow of first three months of the year…

Q: :Check the slab thickness for deflection control if slab thickness = 170 mm and the values of…

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

Where Fy =248 Mpa

Compute the elastic moment capacity, plastic moment capacity, and shape factor
(f) of the ff. sections. Use A36 steel.
1.
2.
Principles of Steel Design
Plate no. 8:
Elastic and Plastic Properties
3.
14 mm.
220 mm
50 mm
20 mm
250 mm
20 mm
200 mm
20 mm
30 mm

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: Introducing given data

VIEW

Step 2: Calculate plastic moment capacity for I section

VIEW

Solution

VIEW

Step 3: Calculate elastic section modulus for I section

VIEW

Step 4: Calculate elastic moment capacity & shape factor for I section

VIEW

Step 5: Calculate plastic moment capacity for Circular section

VIEW

Step 6: Calculate elastic section modulus for Circular section

VIEW

Step 7: Calculate elastic moment capacity & shape factor for Circular section

VIEW

Step 8: Calculate plastic moment capacity for Composite section

VIEW

Step 9: Calculate elastic section modulus for Composite section

VIEW

Step 10: Calculate elastic moment capacity & shape factor for Composite section

VIEW

Step by step

Solved in 11 steps with 11 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

2. A steel plate is 360 mm wide and 20 mm thick with four bolts hole into the place as shown in the figure. Compute the following: a. Critical net area required by the NSCP specs. b. Max. critical net area required by the NSP specs. Note that, Max. net area is 85% of the critical net area Capacity of the joint if the allowable tensile stress is 0.75Fy. Use A36 steel Fy=248 MPa 25 mm= DIAMETER OF BOLTS 45 45mm fmmy C. 90mm 90mm 90mm Comm P
Determine the design tensile strength of the plate (200 × 100) mm connected to a 12 mm thick gussets, using 20 mm bolts shown below, if the yield and ultimate stress of the steel used are 250 MPa and 420 MPa respectively, fy= 250 MPa fu= 450 MPa
Determine the stress and total load on each stringers if the web is negligible. Estainless steel = 28000 ksi, Esteel = 29000 ksi, EMagnesium = 6500 ksi, EAlum. Ally = 10500 ksi 6" Steel 10 .10 a Stainless Steel My = 5000"# 10" Mx = 10000"# Magnesium .1 Alloy Area of Each 10 Alum. Alloy Stringer = 1 sq. in. 4"
TENSION MEMBERS: THE SINGLE 200 X 10 mm STEEL PLATE IS CONNECTED TO A 12 mm THICK STEEL PLATE BY FOUR 16 mm DIAMETER RIVETS AS SHOWN IN THE FIGURE. THE RIVETS USED ARE A502 GRADE 2, HOT DRIVEN RIVETS. THE STEEL IS ASTM A36 WITH Fy = 248 MPa AND Fu = 400 MPa. DETERMINE THE VALUE OF P. a. P BASED ON TENSION OF GROSS AREA b. P BASED ON TENSION OF NET AREA c. P BASED ON BEARING OF PROJECTED AREA d. P BASED ON SHEAR RUPTURE (BLOCK SHEAR)
A W18×86 beam is riveted tona W24×117 grinder by q connection as shown in the figure. The diameter of the rivets is 7/8 in, and angles are each 4×31/2×3/8 in. For each rivets assume that the allowable stresses are T= 15 ksi and stress in b is 32 ksi. What is the bearing strength of the grinder? What is the bearing strengtht of the beam? What is the shear strength of the rivets? What is the maximum load that the connection can carry?
A single unequal angle 100 x 75 x 6 is connected to a 10 mm thick gusset plate at the ends with six 16 mm diameter bolts to the 100 mm of leg to transfer tension as shown in figure. What will be the block shear strength (in kN) of the angle section assuming that the yield and the ultimate stress of steel used are 250 MPa and 410 MPa respectively? ISA (100 × 75 x 6) -T 16 mm o bolt 10 mm 40 mm 40 mm| 40 mm 40 mm 40 mm 40 mm 10 mm
Calculate the shear yield stress (ksi) of A588 steel.
The 10-mm-diameter steel bolt in (Figure 1) is surrounded by a bronze sleeve. The outer diameter of this sleeve is 20 mm, and its inner diameter is 10 mm. Est = 200 GPa, Ebr 100 GPa. Figure P P -10 mm -20 mm 1 of 1 Part A If the bolt is subjected to a compressive force of P = 21.9 kN, determine the magnitude of the average normal stress in the steel. Express your answer to three significant figures and include appropriate units. Ost = Submit Part B Obr = Submit 0 Value If the bolt is subjected to a compressive force of P = 21.9 kN, determine the magnitude of the average normal stress in the bronze. Express your answer to three significant figures and include appropriate units. Provide Feedback A Request Answer Value Units Request Answer Units ?
A 15" x 3/8" bar of A572 Gr. 50 steel is used as a tension member. It is connected to a gusset plate with 7/8-in diameter bolts as shown in the figure. Use s = 2.0 and g = 3.0. a) Determine the allowable tensile strength of the section based on tensile rupture of the net area.b) Determine the allowable tensile strength of the section based on yielding of the gross area.
P = 8kN. Using N = 3, determine the allowable stress for A501 grade steel. Calculate the dimensions (to 1 decimal place) of a square rod. L = 5.9m. Calculate the deformation (6) and the strain (€).
An A36 tension member shown in the figure is connected with three 19 mm diamter bolts. Diameter of hole = 22mm. Properties of 150 mm x 100 mm x 12.5 mm angle A = 3065 mm2 y = 50.55 mm Fy = 248 MPa Fu = 400 MPa Determine the desire strength due to fracture in the net section. Use U = 0.85 kN
A flexural member is fabricated from two flanges plates 1" x 20" and a web plate 1/2" x 22". The yield stress of the steel is 36 ksi. a. Compute the elastic modulus and the yield moment with respect to major principal axis. b. Compute the plastic modulus and the plastic moment with respect to major principal axis.