Question
In: Civil Engineering
Prompt: Design the representative column for the factored axial load only. Assume pin connections top and...
Prompt: Design the representative column for the factored axial load only. Assume pin connections top and bottom. If you want, you might consider designing for 75% of capacity, to allow for remaining capacity for the lateral loads to be determined in the future.
I'm Suppose to design a Concrete Column; many assumptions can be made, such as type/strength of concrete. The calculated axial load: Pu= 88.2 Kips
Solutions
Ally Wells answered 1 year agoRelated Solutions
Design a short square tied column to carry a factored axial load of 1300k and a...
Design a short square tied column to carry a factored axial load
of 1300k and a factored moment of 550kft. Place the reinforcement
uniformly around the column. Design the ties. Assume interior
exposure, f’c = 4000psi, fy = 60,000psi.
Design a short square tied column to carry a factored axial load of 1300k and a...
Design a short square tied column to carry a factored
axial load of 1300k and a factored moment of 550kft. Place the
reinforcement uniformly around the column. Design the ties. Assume
interior exposure, f’c = 4000psi, fy = 60,000psi
A 450 mm × 650 mm column supports factored axial load of 2500 kN centered in...
A 450 mm × 650 mm column supports factored axial load of 2500 kN
centered in single footing. After assuming the depth and density of
soil above footing, assume the required depth of footing [10
marks].
a) Check depth due to two-way shear
b) Check depth due to one-way shear action
c) Calculate the bending moment and steel reinforcement
e) Determine development length of dowels
d) Check bearing stress
e) Determine development length of dowels
Given: a. A 16 FT Column of A992 Steel. b. Factored Axial Load (Pu) equal to...
Given:
a. A 16 FT Column of A992 Steel.
b. Factored Axial Load (Pu) equal to 350 kips.
c. Weak Axis Fixities i. Rotation fixed and translation free at
the top. ii. Rotation fixed and translation fixed at the
bottom.
d. Strong-Axis Fixities i. Rotation free and translation free at
top. ii. Rotation fixed and translation fixed at bottom.
e. Limit Column Selections to Table 4-1 of AISC Steel Manual. f.
Show full Calculations are required for final validation.
Design a nonslender column to support the following service loads and moments. The factored ultimate axial...
Design a nonslender column to support the following service
loads and moments. The factored ultimate axial force P1=
100 kips, PD= 100 kips,
ML= 2500 in.-kips, and
MD= 1000in.- kips,. The
eccentricity e to geometric centroid = 6 in. Given: f'c = 4000 psi
fy = 60,000 psi.
Please show all work and explain your steps, please.
1) Design a Tied column to support axial Dead load D = 280 K and axial...
1) Design a Tied column to support axial Dead load D = 280 K and
axial live load = 500 k, initially assume 2% longitudinal
reinforcement f’c = 4000 psi, fy = 60,000 psi.
2) Sketch the column cross-section and show long bars and
ties
Design a circular column, using approximate methods, for a factored load of 80 Kips and a...
Design a circular column, using approximate methods, for a
factored load of 80 Kips and a
factored moment of 40 Kip-ft. about x and y axes each. The diameter
of column is 18".
Material strengths are fc' = 4Ksi and fy = 60Ksi. Use appropriate
column interaction diagram.
Design a square tied column to support an axial dead load of (W1) k and an...
Design a square tied column to support an axial dead
load of (W1) k and an axial live load of (W2) k.
Begin using approximately (X) percent longitudinal
steel, a concrete strength of 4,000 psi and Grade 60
steel.
Draw the details of reinforcement and
check all ACI recommendation.
W1 = 220 k
W2 = 165 k
X = 2%
Design a baseplate for a W24 x 192 column carrying an axial load of Pu =...
Design a baseplate for a W24 x 192 column carrying an axial load
of Pu = 2000k and bearing on a 8′ x 8′ concrete footing
with f′c = 3ksi (not in mm show work steps by step )
A 16-ft long pin-pin column has to support a dead load of 100 kips and a...
A 16-ft long pin-pin column has to support a dead load of 100
kips and a live load of 280 kips. Using column selection tables
from the Steel Manual select columns for the given shapes. All
selections should be structurally safe and least weight.
50-ksi W-section (W10, 12, 14 only)
35-ksi pipe (standard, x-strong, xx-strong)
46-ksi rectangular HSS
46-ksi square HSS
42-ksi round HSS
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