Compute the area of steel for the L-section shown in the figure if it is subjectedto Mu = 120 kN.mfeu = 35 N/mm? and f, = 400 N/mm?%3D%3D600 mm100A,120 mm400 mm

Given Data: Width of flange is bf=600 mm. Width of web is bw=120 mm. Effective depth is d=400 mm.…

Answered: Compute the area of steel for the…

Compute the area of steel for the L-section shown in the figure if it is subjected to M = 120 kN.m = 35 N/mm? and f,= 400 N/mm? %3D feu 600 mm 100 120 mm 400mm

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: 2230 kN 80 mm 1.75 m X 90 mm Z 2230 kN Y

Q: 0.75 m 1.5 m A B Steel Aluminum A = 250 mm? E = 200 GPa L = 2 m A = 300 mm? E = 70 GPa D Figure…

A: tanθ=∆AAO=∆BOB ∆A0.75=∆B1.5⇒∆A=∆B2

Q: Before a diver jumps into the water, he/she stands at point C, causing a deflection of the board…

Q: 4. Compute for the midspan value of EIy in lb. ft³ 5. Considering the following design conditions…

A: Given Data: Simply supported beam It is asked to solve question number 4 and 5

Q: For the assembly shown in the figure, a force of 25 kN is applied to the ring at F. Determine the…

Q: PLEASE REFER TO THE GIVEN VALUES BELOW. For the beam loaded as shown in the figure, determine the…

A: Given data E = 200 GPA = 2 × 105 N/mm2 b×d = 300mm × 300 mm Moment of Inertia (I) I = bd3/12…

Q: - A tapered circular rod of diameter varying from 20 mm to 10 mm is connected to another uniform…

Q: For the assembly shown in the figure, a force of 25 kN is applied to the ring at F. Determine the…

Q: The cantilever beam shown in the figure consists of a rectangular structural steel tube shape [E =…

A: Given:E=200 GPaI=95×106 mm4PB=20 KNPC=53 KNwAB=61 KN/mwBC=19 KN/mL1=1.6 mL2=3.3 mNow,Using the…

Q: An aluminum bar of cross-section 450 mm2 is acted upon by the forces as shown in the figure.…

Q: Rivet Dia 20 mm x=100 mm

Q: For the beam loaded as shown, derive the equation of the following: a. elastic curve b. slope c.…

Q: 850 тm2, E - 120 GPa and BC (Aluminum), A = 1000mm2, E = 70 GPa is %3D subjected to a horizontal…

A: Given data, For bar, AB (Copper) A = 850 mm² E = 120 GPa For bar BC (Aluminum) E = 70 GPa A =…

Q: Question 14 A wide flange section has the following properties: bf = 200 mm tf = 7 mm d = 300 mm tw…

Q: A uniform bar weighs 10 kN, carries is suspended Compute its 16. Refer to figure 7. vertically from…

A: statement of the hooks law- in a homogeneous isotropic elastic material under uniaxial loading and…

Q: The rigid AB beam shown in the figure is supported by elastic rods 1 and 2 at points A and B.…

Q: The beam ABC shown in given figure is horizontal. The distance to the point of contraflexure from…

A: Given data, The distance to the point of contra flexure from the fixed end A

Q: Q2. (а) A beam is supported and loaded as shown in Figure Q2(a). Point A is a M UTM pin support and…

A: Given data in question Span member length UVL UDL Concentrated moment Point load Angle To find out…

Q: The bar shown determines: a) The internal force in section AB, BC and CD. b) The approach or…

A: Given, Cross sectional area=50 mm2 Modulus of elasticity=200×109 Pa

Q: 3. A homogeneous beam with an overall weight of W is to be connected, as shown below, to 2 cables…

Q: The figure shows a rigid bar that is supported by a pin at A and two rods, one made of steel and the…

Q: 2. As shown in the figure, a rigid beam with negligible mass is pinned at one end and supported by…

Q: A W = 500 N R = 150 mm 250 mm Figure Q3

A: from the figure,using equilibrium conditionmoment at the supportMA=w150 N-mmtotal strain…

Q: A tapered circular rod of diameter varying from 20 mm to 10 mm is connected to another uniform…

Q: 4. The truss shown in figure Q4.1 is constructed out of square steel bars, all of which are of 25mm…

A: Given values: Area of members, A = 25 mm * 25 mm = 625 mm2 Young's modulus, E = 200 * 103 MPa Using…

Q: (Problem 2.81 from the text book) Two blocks of rubber, each of width w = 60 mm, are bondec to rigid…

Q: A beam carries a concentrated load W and a total uniformly distributed load of 4W as shown in the…

A: Given data Permissible tension stress = 80 MPa Permissible compression stress = 120 MPa

Q: be WL =8 kN/m wp = 12 kN/m + weight of T-beam (beam + slab) hf =90 mm h = 500 mm d = 410 mm 8 - 28…

Q: Calculate the moment of resistance of a doubly reinforced T- beam as shown in Fig. 7.9 having a…

Q: a 22. For the buil by = 200 mm tr = 12 m m T tw = 10 mm

Q: A point load of 30 kN at the C end of the beam given in the figure and a moment of 30 kN.m at the A…

A: Step 1

Q: If the unit mass of steel is 7850 kg/m3 and E = 200 x 103 MN/m2, find the total elongation of the…

A: To Find :- total elongation of steel rod

Q: 2.) F = 500 Ib F2 = 600 lb Determine - The resultant R - The angle between the R and the x-axis F3 =…

A: Given data in question Forces Angles To find out Resultant force Angle of Resultant with x axis

Q: A simply supported beam with overhang on the right support is shown below. Using virtual work…

Q: 2. The center of gravity of the plane wire figure is located at G. Determine the lengths a and b. y…

Q: 470 mm 40 mm 430 mm

A: First moment of Area called section modulus of the sectiin Section Modulus = Moment Of Inertia /…

Q: 4. The rigid bar AB is supported by two rods as shown and is horizontal before the load P is…

Q: The cantilever beam consists of a rectangular structural steel tube shape [E = 29,000 ksi; I = 1540…

Q: Given is the 200mm X 400 mm rectangular beam below. 9 kN 7.50 kN/m 400 mm 1.50 kNm A 1.50m 7.50m 200…

A: We will use formula for Moment of Inertia.

Q: 9. Determine the product moment of inertia (v) of the given Wide Flange section shown in the figure.…

Q: A rigid bar of negligible weight is supported as shown below. Compute the value of the load W that…

Q: The steel block shown in Figure is subjected to a compressive force on all directions. Determine the…

Q: The cantilever beam consists of a rectangular structural steel tube shape [E = 29,000 ksi; / = 1980…

A: For the cantilever beam shown, given that, E = 29,000 ksi I = 1980 in4 MA = -170 kip-ft P = -12…

Q: The cantilever beam consists of a rectangular structural steel tube shape [E = 29,000 ksi; / = 1500…

Q: Beam GHI is supported by three pontoons as shown in the figure below. The horizontal cross-sectional…

Q: For the assembly shown in the figure, a force of 25 kN is applied to the ring at F. Determine the…

A: Given:- F=25 KNE=120 GPa To find:- -Distortion in CD-Tilt angle for bar AC-Horizontal displacement…

Q: 5. Determine the moment of inertia of the unequal 1-section about its centroidal Axes and find the…

A: Given data A1 = 200 × 10 = 2000 mm2 A2 = 10 × 300 = 3000 mm2 A3 = 300 × 10 = 3000 mm2 Centroid…

Q: A steel rod (E= 200 GPa) is subjected to the load shown, where P = 2500 kN . A gap a = 2.00 mm…

A: A1 = π4×592 = 2733.97 mm2A2 = π4×442 = 1520.53 mm2

Q: Consider the figure below. a. Determine the location of the neutral axis. b. Determine the Inertia…

Concept explainers

Material Properties

Construction in civil engineering demands high strength, durability, and longevity. These targets can be achieved by better design and analysis, along with the correct choice of materials. Different materials have different properties and hence, they respond and performs differently under the various condition of external loadings. It is therefore a critical task of an engineer to select the right material based on the property that the material is supposed to function in real-time. When speaking about the property, there are different categories of material properties like chemical property, physical property, mechanical property, electrical property, magnetic property, thermal property, etc. These material properties form the basis of material selection in various applications.

Question

Compute the area of steel for the L-section shown in the figure if it is subjected
to Mu = 120 kN.m
feu = 35 N/mm? and f, = 400 N/mm?
%3D
%3D
600 mm
100
A,
120 mm
400 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

VIEW

Step 2

VIEW

Step by step

Solved in 2 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

А L B 425 mm C 1,000 mm V P A steel bar (1) and an Aluminum bar (2) are connected to a rigid angle ACD. Assuming: • Steel [E = 200 GPa] bar (1) is 6mm x 40mm x 600mm long. • Aluminum [E = 70 GPa] bar (2) is 10mm x 40mm x 600mm long. Poisson's ratio, v = 0.35 • A distance L of 500mm. a)Determine the force P (in kN) required to stretch the Aluminum bar by 1mm. Enter the force, P, into the d21 answer box (in kN, 3 sig digs). b) Determine the final width and thickness of the Aluminum bar. (1) Your Answer:
The figure (all dimension are in mm) below shows an I-section of the beam. The shear stress at point P (very close to the bottom of the flange) is 12 MPa. The stress at point Q In the web (very close to the flange) is: N'-. 100- P Q 201 100- T 20 81484 80 20 40 --N (a) Indeterminable due to incomplete data (6) 60 MPa (c) 18 MPa (d) 12 MPa 068
3 The piece of plastic is originally rectangular. Calculate the shear strain Yxy at corners A and B if the plastic distorts as shown by the dashed lines. 2 mm 300 mm 2 mm D -400 mm- mm, B A 4 mm 72 mm 3 mm X
02 A cast-iron beam has a section as shown in the figure below. The beam is subjected to two concentrated loads of 3kN. The N.A is located at 35 mm from the bottom and that maximum flexural tensile stress =20 MPa. Determine the width (X) of the flange. 20mm 3kN 3kN 120mm 15m 35mm 20mm 2m 3m 2m
In figure shown below B 960 Imm 640 N 3 280 mm 960 N a. Determine the tension in segment AC b. Determine the tensibn in segment BC
A steel beam is subjected to a uniform load with length of 8m. Assume that the beam is simply supported. Use Fy= 248 Mpa. Properties of W-shape beam d=229 mm bf=210 mm rf=23.7 mm Tu-14.50 mm kdes=33. 80mm ry=53.80 mm Ix=113 x 10^6 mm^4 Iy-36.9 x 10^6 mm^4 Sx-990 x 10^3 mm^3 Zx 1150 x 10^3 mm^3 J-2100 x 10^3 mm^4 Cu-387 x 10^9 mm^6 What is the nominal shear strength capacity of the section (in kN)?
A beam of the cross section shown is extruded from an aluminum alloy for which Oy= 250 MPa and ou= 450 MPa. Using a factor of safety of 3.00, determine the largest couple that can be applied to the beam when it is bent about the z-axis. Take x = 18 mm. M₂ 24 mm 80 mm 24 mm X The largest couple that can be applied to the beam when it is bent about the z-axis is kN-m.
PROBLEM 2 As shown in the figure, neglecting the weight of the rods and for the loading shown, determine the deflection of point C and of point B A STEEL 3.0 m E=200 GPa d= 38 mm 3.5 m P-60 kN BRASS E=105 GPa 2.0 m d= 25 mm D VQ = 150 kN
4 m 450 mm [s0 mn [50 mn 18 350 mm 50 mm Figure la Figure Ib Before a diver jumps into the water, helshe stands at point C, causing a deflection of the board A-B-C in the figure. The board A-B8-C has a modulus of elasticity of E = 15 MPa with the sketched dimensions and cross-section (fig. 1b). Assume g=10 mis?. Provide all steps of your working and solutions handwriten; include diagrams and coordinate systems. a. Determine the reactions at each support A and B. Use the variable w for the weight of the diver, include a free-body diagram.
A steel has a modulus of elasticity of 200GPa and a Poisson’s of 0.4. Compute the shear modulus of steel. a. 73,265.55 MPab. 71,428.57 MPac. 96,354.54 MPad. 81,234,45 MPa
Q2: The simply supported beam shown as Figure 5. below is subjected to Loading as shown on the Figure. Using singularity function method. Find the maximum Lenght (L) so that the max. deflection is not greater than 30mm for the Beam.. The flexural rigidity (El) of Beam section El = 50*103 KN.m?2 “4m L Sm
a. Calculate "P" in KN considering tension failure on gross area Two A36 16mm Thick Steel Plates Are Connected By Four Rivets With Fv=152 MPa As Shown. Given: Rivet Dia 20 mm x=100 mm