SLOPED RAFTERS 240,0 BEAM -COLUMNS -BEARING WALL 2 Dat HAM FRAMING PLAN BEARING WALL RAFTERS @2400. -BEAM OPLIMN of FRONT ELEVATION SIDE ELEVATION • Live snow load = 35 psf • Dead load: (1) Roof and Sheathing = 14 psf, (2) Rafters = 4 lb/ft Roof pitch: 9:12 Please round to the nearest one tenth (i.e., 0.1). Total load (LL+ DL) on a middle rafter after adjusting to horizontal projection = lb/ft

SLOPED RAFTERS 240,0 BEAM -COLUMNS -BEARING WALL 2 Dat HAM FRAMING PLAN BEARING WALL RAFTERS @2400. -BEAM OPLIMN of FRONT ELEVATION SIDE ELEVATION • Live snow load = 35 psf • Dead load: (1) Roof and Sheathing = 14 psf, (2) Rafters = 4 lb/ft Roof pitch: 9:12 Please round to the nearest one tenth (i.e., 0.1). Total load (LL+ DL) on a middle rafter after adjusting to horizontal projection = lb/ft

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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GROUP A B3 Given: 3 Concrete, f'c= 24MPA. Steel, fy= 420MPA. Superimposed dead load, WsD= 4.5kN/m:. SLAB 1 Live load, WL= 2.5kN/m:. Perimeter wall weight= 21KN/m. All columns are 300x600mm. Design the slab and beam B2 B3 5.00m 5.00m 5.00m B) 2) 6.50m B1 6.50m B2 1.00m B2 B1
ELerED 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 4
2- The floor system shown above design to support service live load=4 kN/m? and total dead load = 10 kN/m?. Can the column (B) of dimension and detail shown below support the ultimate load of this slab and 1800 kN from upper stories. Assume: the column is short tied, f = 30 MPa and fy = 400 MPa. cover for all side =40mm 4Ø 25 mm 400 mm Ø 10mm@400mm 400 mm
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ABCDEF completed, Need help with G,H,I A- L = 19' B- h = 12" C- DL = 200 psf LL = 50 psf D- u = 320 lb/ft^2 E- 12960 lb*ft F- concrete cover 2"
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The reinforced concrete cantilever retaining wall is made with 3000 psi normal weight concrete and reinforced with Grade 60 galvanized steel. the main reinforcement rests flexural stresses in the stem and is specified as #7 bars every 18 inches along the length of the wall. The distribution seal distributes stresses along the length of the wall and is specified as #4 bars at 12 I spacing. The concrete cover is 1.5 everywhere. Calculate the developmental length for the main reinforcement using the basic equation (ACI 318 -19: 25.4.2.4). Assume no transverse reinforcement Ktr-->0). Is the main reinforcement embedded deeply enough in the footing to fully develop its yield strength in tension?
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(a) empt The detached servant room of a quarter is having internal size of 3.0m x4.50m. It is to be covered by a roof of RCC. The dead load on roof 4.5 kN/m² and the live load is 1.50 kN/m² Design the slab by I.S. Code method. Assume grade of concrete as M25 and grade of Steel as Fe415.