Lateral bracing Crossbeams Timber deck 2 m R
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- Do not use chatgpt and pls don't provide image solution otherwise I will downvote youELerED HAFTERG 24 20 BEAFING WALL RAFTERG@2fao. -BEAM COLIMN FRAMING PLAN A BEAM -COLUMNS BEABING WALL FRONT ELEVATION SIDE ELEVATION • Live snow load = 25 psf • Dead load: (1) Roof and Sheathing 14 psf, (2) Rafters = 4 lb/ft • Roof pitch: 5:12 Please round to the nearest one tenth (i.e., 0.1). Total load (LL + DL) on a middle rafter after adjusting to horizontal projection = Ib/ft MacBook Air 80 F3 D00 F4 F2 F5 F6 F7 # % & 2 3 5 6 %2 46. Timber floor: The cross-section of the beam is 8x22cm (bxh), axial spacings 0,60 m. Timber class C24. Span of beam measured between walls is 5,20 m. Self weight of floor is 1,50 kN/m. Imposed load of floor is 2,00 kN/m2. Design required reinforcement. Only consider ULS. Please make appropriate drawing.
- The following are slab systems without beams and joists: I. Bubble Deck II. Hole Deck III. Flat Plate IV. Flat Slab V. One-way joists A. I and II only B. I, III and IV only C. I, III, IV, and V only D. I, II, and V only E. None of the aboveCompute for the nominal strength for the rectangular section beams having the following specifications: Beam Beam Width Beam Depth f'c/fy No. of Bars 12" 20" 3,500 psi / 40,000 psi 3 pcs. - No. 7 14" 22" 4,500 psi/ 60,000 psi 4 pcs. - No. 8 14" 24" 4,000 psi / 40,000 psi 4 pcs. - No. 8 Assume that you have a concrete cover of 2.5" (up to the stirrup and half of main bar diameter) Check for the ACI specifications/provisions. Which of the beams that gives the highest nominal strength? Draw the beam details using the ACI code. Write your solutions properly and indicate your final answer with a box.3. A doubly reinforced beam, which have a base of 310 mm, and an effective depth of 410 mm, is reinforced with steel area of 2163 sq. mm at the bottom, and 1232 sq. mm on the top. Take d': 70 mm, fc' = 21 MPa, and fy = 345 MPa. a) What is the value of "a"? %3! %3D 89.792 mm None of the Choices 92.986 mm 86.707 mm 96.288 mm 99.699 mm
- Find the determinacy of wooden beam shelf.1. A 20m Fink Truss are spaced at ‘S’ meters o.c. the purlins are made up of C10X20 sections and are spaced 1.1967m on centers. The truss has a height of 4m. Roof LL is ‘RLL’ N/m2 of roof surface and roof covering is assumed to be ‘RDL’ N/m2 of roof surface. Determine whether the purlins are adequate to carry such loadings. Fy = 248 MPa. C10X20 properties: w=29.76kg/m, A=3787.09mm2, Ix=32.84x106mm4, Iy=1.17x106mm4, Zx=317.91x103mm3, Sx=258.92x103mm3, Zy=44.25x103mm3, Sy=21.47x103mm3 S (m) RLL (N/m^2) RDL (N/m^2) 6.00 900 900 a. Considering sag rods and tie rods at midspan, what is the maximum moment about major axis in N-m? (2 decimal places) b. Considering sag rods and tie rods at midspan, what is the maximum moment about minor axis in N-m? (2 decimal places) c. Considering sag rods and tie rods at midspan, what is the interaction value for combined moment? (2 decimal places)Problem- What should be the depth of web required as per serviceability criterion if no transverse stiffners are provided and the web is connected to flanges along both longitudinal edges. Take depth of web to be 1900 mm and yield stress of steel to be 250 MPa.
- Per the ACI, what is the minimum girder depth (Select a uniform depth for all girders) Material properties are: - Concrete weight: wt = 150 pcf - Concrete compressive strength: f' = 4000 psi - Steel tensile strength: fy = 60 ksi - Stirrup consists of #4 bar - Framing members are not exposed to weather or in contact with soil. Answer from: 24", 30", 36", 28" 30-0¹ B4 Member Solid one- way slabs D4 83 Colm - % 30-07 Dean /16 -Sab Mark 3 co B 30/0 82 D2 TABLE 9.5(a) MINIMUM THICKNESS OF NONPRESTRESSED BEAMS OR ONE-WAY SLABS UNLESS DEFLECTIONS ARE CALCULATED U/18.5 -Ginder 15 Minimum thickness, h One end Both ends Simply supported continuous continuous Cantilever Members not supporting or attached to partitions or other construction likely to be damaged by large deflections €20 1/24 /28 /10 40-0 Beams or ribbed one- way slabs Notes: Values given shall be used directly for members with normalweight concrete and Grade 60 reinforcement. For other conditions, the values shall be modified as…i need the answer quicklya) is it a one way or a two way slab?