Can you help me for this Steel Design problem?Homework Answers
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Can you help me for this Steel Design problem?
I. Using Grade 50 steel, calculate the...
Problem 3 (25 pts.) A W10x49 section of A992, Grade 50 steel, is used as a...
Problem 3 (25 pts.) A W10x49 section of A992, Grade 50 steel, is used as a steel column with a total unbraced height of 11 ft. The column ends are both pinned. Determine the axial LRFD and ASD that this column can support.
Problem 3: Design of Steel Beam for Bending with Varying Unbraced Lengths Select the lightest A992...
Problem 3: Design of Steel Beam for Bending with Varying Unbraced Lengths Select the lightest A992 steel W-shape for the beam shown below using LRFD. Only consider design (neglect shear a bracing situations: a. Continuous lateral support of the compression flange b. Lateral support at beam ends and at the point of the concentrated load c. Lateral support only at beam ends PD = 10k PL-20k WD-3.33 k/ft w, = 6.67 k/ft 10' 20' 30'
Can you help me solve this distributed load problem with shear force and moment diagrams? Problem...
Can you help me solve this distributed load problem with shear
force and moment diagrams?
Problem Statement: A beam ABC is simply supported and carries triangle distributed load (see figurc). And there is a moment acting on A point. a) Draw the shear force and bending moment diagrams b) Calculate the maximum bending normal stress. (Assume circular cross section with radius 0.1 ft) 180 lb/ft 300 1b-ft 6.0 ft 70 ft
I designed and detailed the beam in problem 3 as you see. Redesign the reinforced concrete...
I designed and detailed the beam in problem 3 as you see.
Redesign the reinforced concrete beam of problem 3, If the value of
factored bending moment increased to 1,600 k.ft where the section
needs to be designed as a doubly reinforced beam.
3) Design and detail the reinforced concrete beam shown below if it is subjected to a factored bending moment of 1,100 k.ft f'=4,800psi fx=60 ksi. Include skin steel. 36" 15" 2#6 36 24 kino f's = 4800...
Homework Problem Solving TOPIC: Review of ASD and Load Resistance Factor Design A 2x6, #1 Grade,...
Homework Problem Solving TOPIC: Review of ASD and Load Resistance Factor Design A 2x6, #1 Grade, DF-L wood joists having a moisture content of 11% with a span of 13.5 ft. is shown below. The only combined load to be considered is (DL + RLL) of 34#/ft. DL-14 PSF & RLL 20 PSF with 12" O.C. Evaluate: Will the 2x6 section work for the given load? Show ASD and LRFD design method for Bending Only!! 34 13.5 Load: Wp 14...
Problem 1 Reinforced Concrete T-Flanged Sections (50 pts.) You are required to analyze and design...
Problem 1 Reinforced Concrete T-Flanged Sections (50 pts.) You are required to analyze and design the propped cantilever t-section from HM 4 but for shear only. Draw shear V and moment M diagrams for uniformly distributed load throughout the 30ft span and equally concentrated loads at 10ft and 30ft. Recall that the connection at the left joint N1 is fixed. The connection at 20ft N3 is a roller. The right end node N2 is a free end. Usea concrete compressive...
Your response... A beam of Grade 50 steel is adequately braced and has a lateral-torsional buckling...
Your response... A beam of Grade 50 steel is adequately braced and has a lateral-torsional buckling modification factor of Cg = 1.0. The max- imum factored moment applied to the com- ponent is My = 229 kip - ft. The lightest suitable W-shape required is W14 x - Previous responses * 1. 48 (4/21/20 1:40 PM) * 2. 30 (4/21/20 1:41 PM)
Problem 1 Reinforced Concrete T-Flanged Sections (50 pts.) You are required to analyze and design...
Problem 1 Reinforced Concrete T-Flanged Sections (50 pts.) You are required to analyze and design the propped cantilever t-section from HM 4 but for shear only. Draw shear V and moment M diagrams for uniformly distributed load throughout the 30ft span and equally concentrated loads at 10ft and 30ft. Recall that the connection at the left joint N1 is fixed. The connection at 20ft N3 is a roller. The right end node N2 is a free end. Use a concrete...
12 in 4 in 18 10 ft 10 ft 10ft 10ft Problem #3 Determine the required...
12 in 4 in 18 10 ft 10 ft 10ft 10ft Problem #3 Determine the required area of steel for a rectangular beam sections with b-10 in andh - 22 in to resist a factored design moment, Mu 260 kip-ft. If compression steel is needed, assume it is placed at a concrete cover of 2.5 in. use fc 4000 psi and fy- 60 ksi. Note: Provide a detailed sketch for the final section with strain and force diagrams
Problem l The beam shown below is laterally braced at D,F and F. The uniform load shown does not include the weight of the beam. Determine whether a W24x 104 ASTM A992 is adequate for bending and sh...
Problem l The beam shown below is laterally braced at D,F and F. The uniform load shown does not include the weight of the beam. Determine whether a W24x 104 ASTM A992 is adequate for bending and shear. P,-12k PL -36k 3k/ft 10 20 30 FIGURE P5.5-15 a) Determine the controlling load combination and calculate Pu (for the concentrated force) and wu (for wo plus beam's selfweight, which is a uniformly distributed load) b) Analyze the beam loaded with the...
Problem 3 (25 pts.) A W10x49 section of A992, Grade 50 steel, is used as a steel column with a total unbraced height of 11 ft. The column ends are both pinned. Determine the axial LRFD and ASD that this column can support.
Problem 3: Design of Steel Beam for Bending with Varying Unbraced Lengths Select the lightest A992 steel W-shape for the beam shown below using LRFD. Only consider design (neglect shear a bracing situations: a. Continuous lateral support of the compression flange b. Lateral support at beam ends and at the point of the concentrated load c. Lateral support only at beam ends PD = 10k PL-20k WD-3.33 k/ft w, = 6.67 k/ft 10' 20' 30'
Can you help me solve this distributed load problem with shear
force and moment diagrams?
Problem Statement: A beam ABC is simply supported and carries triangle distributed load (see figurc). And there is a moment acting on A point. a) Draw the shear force and bending moment diagrams b) Calculate the maximum bending normal stress. (Assume circular cross section with radius 0.1 ft) 180 lb/ft 300 1b-ft 6.0 ft 70 ft
I designed and detailed the beam in problem 3 as you see.
Redesign the reinforced concrete beam of problem 3, If the value of
factored bending moment increased to 1,600 k.ft where the section
needs to be designed as a doubly reinforced beam.
3) Design and detail the reinforced concrete beam shown below if it is subjected to a factored bending moment of 1,100 k.ft f'=4,800psi fx=60 ksi. Include skin steel. 36" 15" 2#6 36 24 kino f's = 4800...
Homework Problem Solving TOPIC: Review of ASD and Load Resistance Factor Design A 2x6, #1 Grade, DF-L wood joists having a moisture content of 11% with a span of 13.5 ft. is shown below. The only combined load to be considered is (DL + RLL) of 34#/ft. DL-14 PSF & RLL 20 PSF with 12" O.C. Evaluate: Will the 2x6 section work for the given load? Show ASD and LRFD design method for Bending Only!! 34 13.5 Load: Wp 14...
Problem 1 Reinforced Concrete T-Flanged Sections (50 pts.) You are required to analyze and design the propped cantilever t-section from HM 4 but for shear only. Draw shear V and moment M diagrams for uniformly distributed load throughout the 30ft span and equally concentrated loads at 10ft and 30ft. Recall that the connection at the left joint N1 is fixed. The connection at 20ft N3 is a roller. The right end node N2 is a free end. Usea concrete compressive...
Your response... A beam of Grade 50 steel is adequately braced and has a lateral-torsional buckling modification factor of Cg = 1.0. The max- imum factored moment applied to the com- ponent is My = 229 kip - ft. The lightest suitable W-shape required is W14 x - Previous responses * 1. 48 (4/21/20 1:40 PM) * 2. 30 (4/21/20 1:41 PM)
Problem 1 Reinforced Concrete T-Flanged Sections (50 pts.) You are required to analyze and design the propped cantilever t-section from HM 4 but for shear only. Draw shear V and moment M diagrams for uniformly distributed load throughout the 30ft span and equally concentrated loads at 10ft and 30ft. Recall that the connection at the left joint N1 is fixed. The connection at 20ft N3 is a roller. The right end node N2 is a free end. Use a concrete...
12 in 4 in 18 10 ft 10 ft 10ft 10ft Problem #3 Determine the required area of steel for a rectangular beam sections with b-10 in andh - 22 in to resist a factored design moment, Mu 260 kip-ft. If compression steel is needed, assume it is placed at a concrete cover of 2.5 in. use fc 4000 psi and fy- 60 ksi. Note: Provide a detailed sketch for the final section with strain and force diagrams
Problem l The beam shown below is laterally braced at D,F and F. The uniform load shown does not include the weight of the beam. Determine whether a W24x 104 ASTM A992 is adequate for bending and shear. P,-12k PL -36k 3k/ft 10 20 30 FIGURE P5.5-15 a) Determine the controlling load combination and calculate Pu (for the concentrated force) and wu (for wo plus beam's selfweight, which is a uniformly distributed load) b) Analyze the beam loaded with the...
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