Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Chapter 5, Problem 56P
(a)
To determine
Check the given frame is unstable, statically determinate, or statically indeterminate. Find the degree of static indeterminacy in case of the frame is statically indeterminate.
(b)
To determine
Check the given frame is unstable, statically determinate, or statically indeterminate. Find the degree of static indeterminacy in case of the frame is statically indeterminate.
(c)
To determine
Check the given frame is unstable, statically determinate, or statically indeterminate. Find the degree of static indeterminacy in case of the frame is statically indeterminate.
(d)
To determine
Check the given frame is unstable, statically determinate, or statically indeterminate. Find the degree of static indeterminacy in case of the frame is statically indeterminate.
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Units: lb-ft
Handout Problem #2
The dimensions of the shape as well as the bending moment diagram of a flanged wooden shape
are shown. Determine:
(a) the maximum tensile bending stress at any location along the beam and
(b) the maximum compressive bending stress at any location along the beam.
10 in.
10,580
9,200 4,743
2 in.
8 in.
2 in.
2 in.
-8,400
6 in.
(USE 0BC 2024)
For a 800 m2 4-storey sprinklered Dry-cleaning establishment (not using explosive solvents), facing 1 street(s), what are the minimum required fire-resistance ratings (FRR) or fire-protection ratings (FPR) for the following?
Typical floor assembly (in minutes, please. Just write the number of minutes please)
Detailed OBC reference =
Public corridor wall (in minutes please)
Detailed OBC reference =
Suite egress door (in minutes, please) =
Detailed OBC reference =
Exit stair walls (in minutes, please) =
Detailed OBC reference =
Exit stair door (in minutes, please) =
Detailed OBC reference =
Elevator shaft enclosure (in minutes, please) =
Detailed OBC reference =
Vertical mechanical shaft enclosure (in minutes, please) =
Detailed OBC reference =
Question 6 options:
The fourth storey of this "Dry-cleaning establishment (not using flammable solvents)" building measures 41 m x 19 m and has a public corridor. Determine the following dimensions, in millimetres (mm)
The minimum width of its ramp, if it is sloped at 6°. Please give your answer to the nearest millimetre.
The minimum width of its egress doors for Suite D (measuring 6 m × 4 m, ignored the elevator). Please give your answer to the nearest millimetre.
The minimum width of its corridor. Please give your answer to the nearest millimetre.
The minimum width of its ramp, if it is sloped at 13°. Please give your answer to the nearest millimetre.
Chapter 5 Solutions
Structural Analysis
Ch. 5 - Prob. 1PCh. 5 - Prob. 2PCh. 5 - Prob. 3PCh. 5 - Prob. 4PCh. 5 - Prob. 5PCh. 5 - Prob. 6PCh. 5 - Prob. 7PCh. 5 - Prob. 8PCh. 5 - Prob. 9PCh. 5 - Prob. 10P
Ch. 5 - Prob. 11PCh. 5 - Determine the equations for shear and bending...Ch. 5 - Determine the equations for shear and bending...Ch. 5 - Determine the equations for shear and bending...Ch. 5 - Determine the equations for shear and bending...Ch. 5 - Determine the equations for shear and bending...Ch. 5 - Determine the equations for shear and bending...Ch. 5 - Determine the equations for shear and bending...Ch. 5 - 5.12 through 5.28 Determine the equations for...Ch. 5 - 5.12 through 5.28 Determine the equations for...Ch. 5 - 5.12 through 5.28 Determine the equations for...Ch. 5 - 5.12 through 5.28 Determine the equations for...Ch. 5 - 5.12 through 5.28 Determine the equations for...Ch. 5 - 5.12 through 5.28 Determine the equations for...Ch. 5 - 5.12 through 5.28 Determine the equations for...Ch. 5 - 5.12 through 5.28 Determine the equations for...Ch. 5 - 5.12 through 5.28 Determine the equations for...Ch. 5 - 5.12 through 5.28 Determine the equations for...Ch. 5 - 5.29 through 5.51 Draw the shear and bending...Ch. 5 - 5.29 through 5.51 Draw the shear and bending...Ch. 5 - 5.29 through 5.51 Draw the shear and bending...Ch. 5 - 5.29 through 5.51 Draw the shear and bending...Ch. 5 - 5.29 through 5.51 Draw the shear and bending...Ch. 5 - 5.29 through 5.51 Draw the shear and bending...Ch. 5 - 5.29 through 5.51 Draw the shear and bending...Ch. 5 - 5.29 through 5.51 Draw the shear and bending...Ch. 5 - 5.29 through 5.51 Draw the shear and bending...Ch. 5 - 5.29 through 5.51 Draw the shear and bending...Ch. 5 - 5.29 through 5.51 Draw the shear and bending...Ch. 5 - 5.29 through 5.51 Draw the shear and bending...Ch. 5 - 5.29 through 5.51 Draw the shear and bending...Ch. 5 - 5.29 through 5.51 Draw the shear and bending...Ch. 5 - 5.29 through 5.51 Draw the shear and bending...Ch. 5 - 5.29 through 5.51 Draw the shear and bending...Ch. 5 - 5.29 through 5.51 Draw the shear and bending...Ch. 5 - 5.29 through 5.51 Draw the shear and bending...Ch. 5 - 5.29 through 5.51 Draw the shear and bending...Ch. 5 - 5.29 through 5.51 Draw the shear and bending...Ch. 5 - 5.29 through 5.51 Draw the shear and bending...Ch. 5 - 5.29 through 5.51 Draw the shear and bending...Ch. 5 - 5.29 through 5.51 Draw the shear and bending...Ch. 5 - Draw the shear and bending moment diagrams for the...Ch. 5 - For the beam shown: (a) determine the distance a...Ch. 5 - For the beam shown: (a) determine the distance a...Ch. 5 - Prob. 55PCh. 5 - Prob. 56PCh. 5 - Prob. 57PCh. 5 - Prob. 58PCh. 5 - Prob. 59PCh. 5 - Prob. 60PCh. 5 - Prob. 61PCh. 5 - Prob. 62PCh. 5 - Prob. 63PCh. 5 - Prob. 64PCh. 5 - Prob. 65PCh. 5 - Prob. 66PCh. 5 - Prob. 67PCh. 5 - Prob. 68PCh. 5 - Prob. 69PCh. 5 - Prob. 70PCh. 5 - Prob. 71P
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