Question
In: Mechanical Engineering
Check section W 14 X 132 for the column C1 subjected to the following loads Pu=...
Check section W 14 X 132 for the column C1 subjected to the following loads Pu= Mux= Muy= Let Lb = [ 10 ] ft (Base Plate) Then Design the Base Plate for the W-Shaped Column C1 consider the axial load only (ignore My & Mx). The column C1 section is [W 14X 132] and it is subjected to a factored axial compression load Pu= [280 + 6 ] kips. Assume concrete compressive strength 4 ksi , Fu (steel plate )=58 Ksi , fy=50 Let Lb = [ 10 ]
Solutions
samet mamat answered 8 months agoRelated Solutions
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 )
Select the lightest W section to serve as an axially loaded column 28 ft long, in...
Select the lightest W section to serve as an axially loaded
column 28 ft long, in a braced frame, with additional lateral
support in the weak direction at mid-height. The load to be carried
is 65 kips dead load and 150 kips live load. Assume the top and
bottom of the column are hinged.
a) Use A992 and indicate first and second choices
b) Use A572 Grade 60, indicating first and second choices
A nonslender square corner column is subjected to biaxial bending about its x and y axises....
A nonslender square corner column is subjected to biaxial
bending about its x and y axises. It suppoerts a factored
load Pu=
300,000 lbs acting at eccentricities ex=ey= 7 in. Design the column size and
reinforcement needed to resist the applied stresses. Given: f'c =
4000 psi fy = 60,000 psi. d'=2.5 in. Gross reinforcement
percentage, px=0.03. Solve by using all three
methods.
Please show all work and explain your steps, please.
Select the Lightest weight W-section of A992 steel to serve as a column 30 feet long...
Select the Lightest weight W-section of A992 steel to serve as a
column 30 feet long and to carry an axial live compressive load of
160 kips. The member is pinned at the top and bottom. The member's
self weight is estimated at 2000 lbs. It is supported at mid-height
in its weak direction,
Select the Lightest weight W-section of A992 steel to serve as a column 30 feet long...
Select the Lightest weight W-section of A992 steel to serve as a
column 30 feet long and to carry an axial live compressive load of
160 kips. The member is pinned at the top and bottom. The member's
self weight is estimated at 2000 lbs. It is supported at mid-height
in its weak direction. Options: 1.W8x40 2.W10x39 3.W12x45 4.W14x48
5.W14x53 6.W10x45
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.
A rectangular beam 230 mm wide is subjected to the following at a section Ultimate bending...
A rectangular beam 230 mm wide is subjected to the following at
a section
Ultimate bending moment of 135 kn.m
Ultimate shear force of 90 kn
Use M25 grade of concrete and Fe 415 steel
Design a suitable
section and find the (flexural & shear) reinforcement required
in the section.
the engineers wants to check the strength of hollow rectangular section of size 20 cm X...
the engineers wants to check the strength of hollow
rectangular section of size 20 cm X 24 cm and 16 cm X 20 cm. For
that purpose how will you help the engineers in finding the
strength by using its moment of inertia, polar moment of inertia
and radius of
gyration?
Consider the following planes. 5x + 6y − z = 132, x − 12y + 2z...
Consider the following planes. 5x + 6y − z = 132, x − 12y + 2z =
0 (a) Find the angle between the two planes. (Round your answer to
two decimal places.) (b) Find a set of parametric equations for the
line of intersection of the planes. (Use t for the parameter. Enter
your answers as a comma-separated list of equations.)
Given two independent random samples with the following results: n1=6, x‾1=132 (line goes over the x),...
Given two independent random samples with the following results:
n1=6, x‾1=132 (line goes over the x),
s1=29, n2=10 x‾2=116 (line goes
over the x), s2=31
Use this data to find the 95% confidence interval for the true
difference between the population means. Assume that the population
variances are equal and that the two populations are normally
distributed.
Step 1 of 3:
Find the critical value that should be used in constructing the
confidence interval. Round your answer to three decimal...
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