(2) 24" 4#8 12" opening Iz" 14" I 2,5" fé=3000 psi Grade 60 steel, Tied Bars. Mn= ? NwC

Q: The shown is a beam-column connection. Assuming normal weight concrete, f'c = 5000 psi, fy = 60 ksi…

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Q: A reinforced concrete beam which is 300 mm wide and 650 mm deep is required to span 6.0 m between…

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Q: 10 KN 15 KN 10 KN D. 0,9 m 0.9m A 1.2m 1.2m 1.2m

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Q: Situation 04. A water hose is used to fill a rectangular tank of width H and height twice as its…

A: The width of the rectangular tank is denoted by H. The height of the rectangular tank is denoted by…

Q: ft-k check if 8#9. for T-beam works. the

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Q: What area of steel is provided (per ft width) for No 6 @ 9"o.c.? O 0.66 in² O 0.88 in² O 0.59 in² O…

A: In the given question rebar number is given as 6 and 9" bar spacing  Use the table and find area in…

Q: NWC. fe= 3000 psi, Grade 60 steel Mer=? (b) If M=50 (0) & Mn = ? ft-kips fc & fs =

A: We know that cracking Moment is given by Mcr = fr*Igyt fr = modulus of rupture fr = 7.5f'c fr =…

Q: Design of steel-structure- A steel rod of 12 mm diameter is used as a tie in bracing system. It is…

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Q: The largest load P that can be applied is approximately equals:

A: Stress in rod ABσAB=PABA95103Kpa=PAB0.0007PAB=66.5KN

Q: 1. Identify zero force memeber. (Draw the FBD of Joint contain zero force member) B H|100 kN 60 kN K…

A: Identify the zero force member (Draw the FBD of joint contain zero force member).

Q: Determine the force in each member of the truss illustrated below. В 3m A E H -* 3m le F 3m 3m 3m 25…

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Q: (2) 27"/ 6" TE #4 4 #9 (1) d = ? (2) (? C (3) = ? 39 Love d-c (4) Mn = ? fé= 3 ksi Grade 60 steel…

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Q: Required: block shear strength of the gusset plate.

A: Plate 6 x 1/2 weld length in shear = 71/2 weld length in tension = 6 in thickness of plate t = 1/2…

Q: 2 m A G 1 m B F P₁ 2 m C E 1 m. P3 D P₂

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Q: 10/10 find the tensile stress in upper plate in section 3-3 80 kN 80 kN B-bolt DIA. 10 MM 80 kN 80…

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Q: Given a concrete column with an eccentric axial load determine a. The Cross-Section properties of…

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Q: A 150 mm x 90 mm x 12 mm angular section is welded to a gusset plate as shown. Area of the angle is…

A: Area of the angle = 2736 sq.mmallowable shear= 150 MPaFt= 0.6FyFy= 250 MPa

Q: (4) 3" L 14" 3" 4" 4#9 21" fo=3 ksi Nwc Grade 60 &Mn = ? steel

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Q: (1) 2/" 3" 4#9 bood 14" (1) Ec = ? (2) fr=? (3) Mer=? #4 fé = 5 ksi Grade 60 Steel NWC. b=14", h=24"…

A: As per Bartleby's guidelines we are supposed to answer only first three questions. Kindly repost…

Q: The steel end-cap is fitted into grooves cut in the timber post. The working stresses for the post…

A: Consider the above given situation for calculation F.B.D from above situation

Q: Situation 1:A hollow circular steel tube having an inside diameter of 100 mm and a thickness of 6 mm…

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Q: Horizontal and Vertical of F •Force member BE, ED, and CD •Resultant support reaction at A -Include…

A: To find reaction at support

Q: -1. Determine whether the W14 x 34 beam shown in Figure 11-43 is adequate for flexural rupture and…

A: Beam size: W 14 x 34Steel grade: 50 (ASTM A992)To find:Check the adequacy against flexural rupture…

Q: (1) 4#7 12" 18.5" 2.5 fó= 4000 psi NWC Grade 60 Steel. & Mn = ?

A: As per Bartleby's guidelines we are supposed to answer only first question. Kindly repost other…

Q: Situation 1:A hollow circular steel tube having an inside diameter of 100 mm and a thickness of 6 mm…

A: Situation 1 Inside diameter ,d = 100 mm  thickness ,t  = 6 mm. So outside diameter ,D = d + 2t  ,D =…

Q: The following diagram shows a partial floor framing plan of an elevated walkway building connecting…

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Q: The rigid plate ABC shown in figure 2, was positioned on top of two identical steel posts, and the…

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Q: 11-1. Determine whether the W14 x 34 beam shown in Figure 11-43 is adequate for flexural rupture and…

A: Given: Beam size: W 14 x 34 Steel grade: 50 (ASTM A992) To find: Check the adequacy against…

Q: 13. For a 14-in-wide and 1/2-in-thick plate subject to tensile loading with staggered holes as…

A: Width of plate(B)=14in Diameter of bolt(do)=1/16 in To find Ae

Q: A's As,web As bw Materials: C25/30 / B420C Longitudinal reinforcements A's=2 $ 14 As,web= 2 0 12 A₁=…

A: To find- Reinforcement ratio and failure type of beam

Q: Problem- A welded plate girder of span 25m is laterally restrained throughout its length. It has to…

A: Given- Span of girder l=25 m, Load W=80 kN/m, K=200, fy=250 MPa, It is needed to find the thickness…

Q: 9 Number of half joints (J2)? Figure 2

A: Concept- Half Joints- These joints can move in two directions and have 2 degrees of freedom.

Q: Problem. A bolted connection shown consists of two plates 300 mm x 12 mm connected by 4 - 22 mm…

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Q: Compute the available block shear strength of the gusset plate and design tension strength.

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Q: t 4#9 1) fé= 5000 psi r Grade 60 steel; 4 #9 Rebars, 5-9" t 4#9 NWC, 5-9" L = 25 ft & Mn = ? 4#9 14"…

A: Given: fc = 5 ksi fy = 60 ksi L = 25 ft bars = 4-#9 #9 rebar = 1.128 in The breadth of the flange,…

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.