1. Channel section and angular section with longer leg vertical Given: Channel section C9x13.4 Wide Flange Section W10x33 Angle section L6x4x 3/4 a. Area b. Centroid c. moment of inertia (lx and ly) d. section modulus ( Sx and Sy) e. radius of gyration ( rx and ry)

Q: For a beam having the cross section shown, deter- mine the largest allowable vertical shear if the…

A: At centroid ; Q = 2 ×10×40×40 +20×50×10= 42,000 mm3 = 4.2×10-5 m3 t = 50 mm  So, Q/T = 840 mm2

Q: 0 0 0 0 4Ф 14 4Ф28 0 000

A: Given Data:ES=2×105 N/mm2k1=0.85, h=50cm, d'=3cm,d''=2cm,bw=20cm It is required to calculate the…

Q: Situation 4. Determine the Centroid of the configuration of the steel sections below. Also determine…

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Q: Please determine the beam shearing stress, flexural stress and maximum deflection using the given…

A: Reactions at the supports :R=2117+40=397kNmax shearM=211722+4017=3714.5kN-m  max moment

Q: Define bending moment M the steel beam can carry: 1) according elastic analysis (Mel) 2) according…

A: fy = 250N/mm2  [For S 250 steel] 1) For elastic criteria:- Me = fy x Sy  {here, Sy is elastic…

Q: 5. Determine the forces acting in members Lil3 and U2L3. U2 25 k - 15 ft M2 5 ft L3 Lo 40 k -10 ft…

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Q: ge width, bf = 200 mm ge thickness, all depth, d = 300 mm thickness, tw = 20 mm late the shear…

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Q: Find the Ultimate Moment (Mu) of a Wide Flange Section with the following Properties: Web Flange…

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Q: Situation 4. Determine the Centroid of the configuration of the steel sections below. Also determine…

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Q: Determine the Vertical Deflection at F. Indicate the negative sign if the answer is downward For the…

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Q: For the section below, you need to work out the centroid position (dy and dz from the origin…

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Q: The design shear strength PhiVn of W33x130 section is equal to:

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Q: Situation 4. Determine the Centroid of the configuration of the steel sections below. Also determine…

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Q: 60 mm 60 min 60 mm w 200 mm 6.3 Three boards are nailed together to form a beam shown, which is…

A: s = 75 mm  Fnail = 400 N  w = 120 mm

Q: Draw the FBD of each section 2.) Compute the bar forces up to member U3L3 3.) Get the Length, Bar…

A: Answer  Since the given truss is loaded symmetrically we get equal reactions RAV =RBV = Total…

Q: For Problems 5.48 and 5.49, determine the area of reinforcing steel required for the T beams shown…

A: Question is based on T beam whose resisting moment is given .Dimension's and value of yield stress…

Q: 3. Identify whether the section is compact, non-compact or slender? 500mm 22mm 22mm

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Q: W 14 x 159 of A992 Steel Section Į Pu = ? nat | Pu = ? 14 ft 10 ft lx = 40 fi 40 ft 16 ft Strong…

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Q: 125.00- 12.50 Cross Section of Beam CD. Dimensions are all in millimeters. 100.00 ▪ 10.00 Note:…

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Q: For the section below, you need to work out the centroid position (dy and d₂ from the origin…

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Q: ASSUME BEAM UNCRACKED SECTION, COMPUTE FOR fc+fcr+fs (IN MPA). USE fY=414MPA Ec=4700sqrt.(fc'),…

A: Moment of Inertia: The quantity is articulated by a body opposing angular acceleration, which is…

Q: For the cover-plated beam shown, determine the following. a. Determine the location of the centroid…

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Q: 2.) Determine the required spacing of vertical U-stirrups for a beam subject to axial tension. Given…

A: Stirrups are essentially accommodated holding the fundamental support of beam. It forestalls the…

Q: 1. For the section shown in Figure 4.7(3), compute Mu. Take f'c-20 MPa. 65 4N24 4N28 1200 ● 300 800…

A: bf = 1200 mmtf = 65 mmbw = 300 mmd = 800+65=865 mmRebars, 4#24 mm and 4#28 mm Class N rebar, fy =…

Q: 96 WA Draw S.fiD and BiMiD for beam Shown by graphial me thod? Ans/ Vnnt= 29.5 lW 15W 25 W/m 3KW =…

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Q: 23 (N) 17/2 (m) 17/2 (m) 9 (N/m) 17 (m) Flange Web Axis X -X Axis Y -Y Designation Mass Area Depth…

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Q: For the built-up section shown, determine the following: a. Centroid of the Area, b. Moment of…

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Q: Determine the kind and magnitude of bending stress, in MPa, of the fiber 70mm below the neutral axis…

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Q: until 3 decimal places. Find the moment of inertia of the built-up section on the x-axis if it were…

A: Moment of inertia is the resistance offered by a body to the angular acceleration. Its value…

Q: Determine the section classification of W10x33 if Fy = 350 MPa bf = 202.18 mm tf = 11.05 mm d =…

A: Given that for a section W10x33,  fy = 350 MPa bf = 202.18 mm tf=11.05 mm d=247.14 mm tw=7.37 mm…

Q: 7. From the cross section given adjacent, if fb, 20 MPa, how much moment can the beam section carry?…

A: Moment of inertia : The product of the area and the perpendicular distance between the point or axis…

Q: A beam with the cross section indicated below is subject to the loading  Find the location of the…

A: Finding out centroid of given section.

Q: Analyze the given frame using Portal Method. Н G 3 k 15 ft D E F 4 k- 15 ft A В C 18 ft- 20 ft

A: Given data in question  Lateral loading  Span member length  To find out  Analyze frame using Portal…

Q: Determine the 2nd moment of inertia, shearing force in each bolt, and average shearing stress in the…

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Q: Which rectangular HSS shape below is the lighest shape that can handle a tensile load of 376kips in…

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Q: Q.4\ For the beam section shown below, if Vu= 62.3kN and knowing that: fe=27.3MPA and fy 345 MPa,…

A: Solution Given Data Vu=62.3 kNf'c=27.3 MPafy= 345 MPa

Q: Identify all zero-force members (you do not need to solve for member forces). d b 10' P 10 h j k m…

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Types and properties of steel

Steel is an alloy of iron. It is formed by heating iron and combining carbon (0.1-1.7%) with it and minor amounts of other elements such sulfur,  chromium, manganese, nickel, etc. Thousands of steel grades have been published, registered, or regulated around the world, each with its chemical composition, and special numbering systems have been devised in various countries to classify the vast number of alloys.