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Determine the dead load and live load for a floor in a light manufacturing warehouse/office complex...
The floor of light storage warehouse is made of 6-in thick cinder concrete. The floor is a slab having a length of...
The floor of light storage warehouse is made of 6-in thick cinder concrete. The floor is a slab having a length of 15 ft and width of 13 ft. Part A Determine the resultant force caused by the dead load. Express your answer using three significant figures. DL D L Part B Determine the resultant force caused by the live load. Express your answer using three significant figures.
The floor of light storage warehouse is made of 6-in thick cinder...
2. (30 point) w 1.2 for dead load, and 1.6t is used the total factored lood and the reactions that a d 8 ft For the...
2. (30 point) w 1.2 for dead load, and 1.6t is used the total factored lood and the reactions that a d 8 ft For the dead load, assume concrete and a slab that used to tors of l a thst ct o and as in a light storage the 4-inch con16or live load, determine and sketch r-dead load, ang 5 and ABC. The loads should be The steel framework is used to support warehouse. Using the load factors of...
The floor of a light storage warehouse is made of 6-in.-thick cinder concrete. The floor is...
The
floor of a light storage warehouse is made of 6-in.-thick cinder
concrete. The floor is a slab having a length of 11 ft and width of
9 ft
The floor of a light storage warehouse is made of 6-in-thick cinder concreto. The floor is a slab having a length of 11 ft and width of 9 ft. Part A Determine the resultant force caused by the dead load. Express your answer using three significant figures. ΡΕ ΑΣΦινος DL- k...
A partial plan of an office building is shown. All structural steel is A36 steel el AM Partial floor plan (office building) Loads: Concrete floor: 150 pef thidh 1" finish wood floor: 2.5 psf...
A partial plan of an office building is shown. All structural steel is A36 steel el AM Partial floor plan (office building) Loads: Concrete floor: 150 pef thidh 1" finish wood floor: 2.5 psf Suspended fire-resistant ceiling: 3.0 psf Live load: 70 psf A36 steel: modulus of elasticity E -29x10° ksi The deflection caused by the live load only should be less than L/360; The total deflection caused by the dead load and live load should be less than L/240...
The plan view of a typical floor of a four-story heavy storage facility is shown below. The floor and roof live load is...
The plan view of a typical floor of a four-story heavy storage facility is shown below. The floor and roof live load is 250 psf, and the dead load on all foors and the roof consists of the structure self-weight plus 10 psf for utilities. W 12:96 beams are spaced at 12 ft; w 18x106 reinforced one-way concrete floor/roof slab is 8" thick, each story is 12' high, and the reinforced concrete columns have a 14" x 14" cross-section girders...
Live load for heavy warehouse is 250lb/ft^2 according to table 4-1 of ASCE 7-10 manual. The...
Live load for heavy warehouse is 250lb/ft^2 according to table
4-1 of ASCE 7-10 manual.
The T-beam used in a heavy storage warehouse is made of concrete having a specific weight of 125 lb/ft. Determine the dead load per foot length of beam, and the live load on top of the beam per foot length of beam. Neglect the weight of the steel reinforcement 36 in. 6 in. 8 in. 36 in 10 in 12 in.
The T-beam used in...
Assignment #1 A three-story office building, determine the total dead & live loads by columns A1...
Assignment #1 A three-story office building, determine the total dead & live loads by columns A1 and C3 and beams. The precast exterior wall supported by the perimeter beams weighs 600 lb/ft. The floor system consists of a 6 in-thick reinforced concrete slab. 25 5-0 BEAM -0 12 14 Beam 12" Column Framing Plan
For problems 2-3 and 2-4 below, the textbook adds live load and dead load without considering...
For problems 2-3 and 2-4 below, the textbook adds live load and dead load without considering load factors. 2-3. The floor system used in a school classroom consists of a 4-in. reinforced stone concrete slab. Sketch the loading that acts along the joist BF and side girder ABCDE Set - 10 ft. b = 30 in Hin: See Tables 1-2 and 1-4.
The floor system shown has a dead load that includes: Floor tile and bedding 17 psf...
The floor system shown has a dead load that includes: Floor tile and bedding 17 psf 2VLI20 (2" deep metal deck with 42" of concrete on top) Mechanical ducts = 4 psf Electrical 1 psf Gypsum board ceiling 3 psf Beam self-weight is given by its name (ie. W16x26 is 26 plf) Girder self-weight is given by its name (ie. W30x90 is 90 plf) The floor live load is 150 psf. 45 psf 1. Determine the end reactions for Beams...
UDL BB 300mm 200mm 8m ELEVATION SECTION Live Load: WQ = 2kN/m Uniformly Distributed Dead Load:...
UDL BB 300mm 200mm 8m ELEVATION SECTION Live Load: WQ = 2kN/m Uniformly Distributed Dead Load: WG = 11.5kN/m Uniformly Distribted Ultimate Design Load: W* = 16.8kN/m 35mm effective cover 32MPa grade concrete Unit Weight of Concrete = 25kN/m2 Ec = 30,000MPa n = 6.6 Design Bending Moment: M* = 134kN/m Short - Term Bending Moment: M*5 = 103kNm Long-Term Bending Moment: M*sus = 98kNm Direct Tensile Stength: f'ct = 2.0MPa Flexural Tensile Stength: f'ct = 3.4MPa Determine the area...
The floor of light storage warehouse is made of 6-in thick cinder concrete. The floor is a slab having a length of 15 ft and width of 13 ft. Part A Determine the resultant force caused by the dead load. Express your answer using three significant figures. DL D L Part B Determine the resultant force caused by the live load. Express your answer using three significant figures.
The floor of light storage warehouse is made of 6-in thick cinder...
2. (30 point) w 1.2 for dead load, and 1.6t is used the total factored lood and the reactions that a d 8 ft For the dead load, assume concrete and a slab that used to tors of l a thst ct o and as in a light storage the 4-inch con16or live load, determine and sketch r-dead load, ang 5 and ABC. The loads should be The steel framework is used to support warehouse. Using the load factors of...
The
floor of a light storage warehouse is made of 6-in.-thick cinder
concrete. The floor is a slab having a length of 11 ft and width of
9 ft
The floor of a light storage warehouse is made of 6-in-thick cinder concreto. The floor is a slab having a length of 11 ft and width of 9 ft. Part A Determine the resultant force caused by the dead load. Express your answer using three significant figures. ΡΕ ΑΣΦινος DL- k...
A partial plan of an office building is shown. All structural steel is A36 steel el AM Partial floor plan (office building) Loads: Concrete floor: 150 pef thidh 1" finish wood floor: 2.5 psf Suspended fire-resistant ceiling: 3.0 psf Live load: 70 psf A36 steel: modulus of elasticity E -29x10° ksi The deflection caused by the live load only should be less than L/360; The total deflection caused by the dead load and live load should be less than L/240...
The plan view of a typical floor of a four-story heavy storage facility is shown below. The floor and roof live load is 250 psf, and the dead load on all foors and the roof consists of the structure self-weight plus 10 psf for utilities. W 12:96 beams are spaced at 12 ft; w 18x106 reinforced one-way concrete floor/roof slab is 8" thick, each story is 12' high, and the reinforced concrete columns have a 14" x 14" cross-section girders...
Live load for heavy warehouse is 250lb/ft^2 according to table
4-1 of ASCE 7-10 manual.
The T-beam used in a heavy storage warehouse is made of concrete having a specific weight of 125 lb/ft. Determine the dead load per foot length of beam, and the live load on top of the beam per foot length of beam. Neglect the weight of the steel reinforcement 36 in. 6 in. 8 in. 36 in 10 in 12 in.
The T-beam used in...
Assignment #1 A three-story office building, determine the total dead & live loads by columns A1 and C3 and beams. The precast exterior wall supported by the perimeter beams weighs 600 lb/ft. The floor system consists of a 6 in-thick reinforced concrete slab. 25 5-0 BEAM -0 12 14 Beam 12" Column Framing Plan
For problems 2-3 and 2-4 below, the textbook adds live load and dead load without considering load factors. 2-3. The floor system used in a school classroom consists of a 4-in. reinforced stone concrete slab. Sketch the loading that acts along the joist BF and side girder ABCDE Set - 10 ft. b = 30 in Hin: See Tables 1-2 and 1-4.
The floor system shown has a dead load that includes: Floor tile and bedding 17 psf 2VLI20 (2" deep metal deck with 42" of concrete on top) Mechanical ducts = 4 psf Electrical 1 psf Gypsum board ceiling 3 psf Beam self-weight is given by its name (ie. W16x26 is 26 plf) Girder self-weight is given by its name (ie. W30x90 is 90 plf) The floor live load is 150 psf. 45 psf 1. Determine the end reactions for Beams...
UDL BB 300mm 200mm 8m ELEVATION SECTION Live Load: WQ = 2kN/m Uniformly Distributed Dead Load: WG = 11.5kN/m Uniformly Distribted Ultimate Design Load: W* = 16.8kN/m 35mm effective cover 32MPa grade concrete Unit Weight of Concrete = 25kN/m2 Ec = 30,000MPa n = 6.6 Design Bending Moment: M* = 134kN/m Short - Term Bending Moment: M*5 = 103kNm Long-Term Bending Moment: M*sus = 98kNm Direct Tensile Stength: f'ct = 2.0MPa Flexural Tensile Stength: f'ct = 3.4MPa Determine the area...
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