Question
In: Civil Engineering
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.
Solutions
Ally Wells answered 2 weeks agoRelated Solutions
Determine the allowable axial compressive load for a 25-foot long A992 W8X40 structural steel column using...
Determine the allowable axial compressive load for a 25-foot
long A992 W8X40 structural steel column using the AISC procedure as
indicated in your textbook. The bottom of the column is fixed, an
the top is pinned. Use the material properties and dimensions as
indicated in the appendices of your textbook.
250.3k
131.4k
215.8k
283.4k
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 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
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
A square tied column with f’c=5 ksi and steel with fy=60 ksi sustains an axial load...
A square tied column with f’c=5 ksi and steel with fy=60 ksi
sustains an axial load of 225 kips dead load and 375 kips live load
and a bending moment of 110 kip-ft dead load and 160 kip-ft live
load. Determine the minimum size column and its reinforcement.
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
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
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.
Q1. The short tied column is to be used to support the following factored load and...
Q1. The short tied column is to be used to support the following
factored load and moment: P= 1250 kN and M= 250 kN.m [10 marks].
fc=28 MPa fy=420 MPa
a) Determine required dimensions and reinforcing bars using
appropriate ACI column approach [2 marks].
b) Determine maximum ACI design axial load strength for selected
column [2 marks].
c) Determine balanced failure point on axial moment interaction
diagram [2 marks].
d) Determine the tie size and spacing [2 marks].
e) Draw...
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
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