(2) 6#9 12" #4 28" fez 4000 psi Grade 60 steel Cover = 1.5", # 4 stirrups & Mn = ? NWC

Q: 4#8 12" 18" I3" fé= 3000 psi, Grade 60 steel NWC, Tied Stirrups &Mn = ?

A:

Q: draw -for the tread bars - 3-D 10 mm -for teh iser bars- d 10 mm @150 mm o.c. size of wooden…

A: We need to draw the reinforcement details of tread and riser

Q: P H

A: We have to using ASD method, and resting on a concrete pedestal that 450*400mm. and find the check…

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

A:

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: Situation 3: Two A36 steel plates, each 400 mm wide and 13 mm thick, are to be joined together by…

A:

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

A:

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: Prepare the Bar bending schedule of a simply supported R.C.C. Lintels from the following…

A: Cranked bars are provided on top of the reinforcement to stop the opposite bending moment at the…

Q: (1) 21" 3". 4#9 14" (1) Ec = ? (2) fr=? (3) Mer=? #4 (4) When M = 70 (5) & Mn = 2 fl=5 ksi Grade 60…

A: Given: fc = 5 ksi = 5000 psi fy = 60 ksi = 60,000 psi b = 14 in d = 21 in h = 24 in main bar =…

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…

A:

Q: Determine the maximum factored LRFD tensile force capacity in tension only (no block shear). The…

A: We know that Maximum factored LRFD tensile force capacity of the member is given by minimum of the…

Q: REINTORCED CONCHETE Homework3 Design the inverted T-beam shown in the following floor system for…

A:

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) 3#9 12" 21" I 3" fé=3000 psi Grade 60 steel NWC. & Mn = ?

A: Given:- The steel reinforcement provided in the beam = 3 bars - #9 diameter The width of the beam is…

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

A:

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

A:

Q: The tension member shown below is a C 310 x 30.8 of A572M gr 345 steel materials. Will it safely…

A:

Q: What is this floor framing type? 30-0¹ Member Solid one- way slabs Colum Beams or ribbed one- way…

A:

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: - 50mm clear 5-025mm 300mm clear 375mm Given the data below, Is the design sufficient for the 900…

A: Answer We are given Epoxy coated reinforcement Side and top cover is 65 mm on bar extension  Column…

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

A:

Q: 240 PROBLEM 01: Given the figure at the right side; Determine the following a. Zx b. ŞX C. shape…

A:

Q: PoL=280* PL= 200k Please select the ligutest W12 A992 steel

A: Column: Structural columns are components that span the entire altitude of the structure as well as…

Q: Calculate the maximum, unfactored tensile dead load the angle bar can sustain based on gross…

A: Solution: Given: Section: 150 x 90 x 8 mm bolt diameter = 20 mm. fy = 248 MPa LL=135 kN φ = 0.9

Q: Using ASD, check the adequacy of the base plate (PL400x350x19 mm) centered on a W12X152 column as…

A: Hi! Thank you for the question As per the honor code, We’ll answer the first question since the…

Q: Problem 3b. The built-up shown has Fy=50 ksi MC18 X 42.7 W12 X 72 KL = 18.5 ft %3D Find the…

A: NOTE : Since you have posted a question with multiple sub-parts, we will solve the first three…

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: over requirements (cite ACI section)

A: As = 14×π412 = 10.99≃ 11 in2 f'c = 6000 psi fy =60,000 psi  Mu = 800 k - ft ∈y =fyEs =6029,000 =…

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: PROBLEM: Consider the cross section shown. All structural steel is A36. Use LRFD and ASD method and…

A: 1) Introduction of slenderness ratio : Slenderness is a term used in structural engineering to…

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: Q14 What is the available tensile strength of a WT 20x74.5 made of A572 grade 50 steel? Use ASD,…

A:

Q: Problem 2 (Pro 4.4 Textbook modified): Draw FBDS and show load conditions for B-1, G-1, interior…

A: Roof dead load, Roof and joists = 10 psf Insulation, Mech, Elec= 5 psf Total roof dead load, D= 15…

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,…