A W36x210 can be used for Transfer Girder ‘A’ as shown in the elevation next page. Assume the LRFD loads on the ‘Transfer Girder’ are as follows: Pu= 200 kips from the column above. Assume also that the loads from self-weight of the wu = 2.0 kip/ft (girder self weight and beams framing into this transfer girder are equivalent to a uniformly distributed load). These loads are shown in the last figure. a) Check whether the W36x210 ‘Transfer Girder’ is adequate for bending and shear. Assume the unbraced length Lb =20 ft. b) Suppose that service loads, w and P, are both 50% dead load and 50% live load. Does the W36x210 satisfy a service live load deflection limit of L/480?
A W36x210 can be used for Transfer Girder ‘A’ as shown in the elevation next page. Assume the LRFD loads on the ‘Transfer Girder’ are as follows: Pu= 200 kips from the column above. Assume also that the loads from self-weight of the wu = 2.0 kip/ft (girder self weight and beams framing into this transfer girder are equivalent to a uniformly distributed load). These loads are shown in the last figure. a) Check whether the W36x210 ‘Transfer Girder’ is adequate for bending and shear. Assume the unbraced length Lb =20 ft. b) Suppose that service loads, w and P, are both 50% dead load and 50% live load. Does the W36x210 satisfy a service live load deflection limit of L/480?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
A W36x210 can be used for Transfer Girder ‘A’ as shown in the elevation next page.
Assume the LRFD loads on the ‘Transfer Girder’ are as follows:
Pu= 200 kips from the column above. Assume also that the loads from self-weight of the
wu = 2.0 kip/ft (girder self weight and beams framing into this transfer girder are equivalent
to a uniformly distributed load). These loads are shown in the last figure.
a) Check whether the W36x210 ‘Transfer Girder’ is adequate for bending and shear.
Assume the unbraced length Lb =20 ft.
b) Suppose that service loads, w and P, are both 50% dead load and 50% live load. Does the
W36x210 satisfy a service live load deflection limit of L/480?
Assume the LRFD loads on the ‘Transfer Girder’ are as follows:
Pu= 200 kips from the column above. Assume also that the loads from self-weight of the
wu = 2.0 kip/ft (girder self weight and beams framing into this transfer girder are equivalent
to a uniformly distributed load). These loads are shown in the last figure.
a) Check whether the W36x210 ‘Transfer Girder’ is adequate for bending and shear.
Assume the unbraced length Lb =20 ft.
b) Suppose that service loads, w and P, are both 50% dead load and 50% live load. Does the
W36x210 satisfy a service live load deflection limit of L/480?
Transcribed Image Text:5-101-0
(simple connection both ends)
-20¹
wu = 2 k/ft
Pu= 200 kips
-20
W 36x210
Transcribed Image Text:A
B
15K
20
M
15
10K
th
+1-
-14-
IO
4
-20
IO
Jest
+
-Beam "B"
H
TYPICAL FLOOR PLAN
(except for ground floor)
Transfer
Girder "A"
Moment
Connection
ELEVATION (Interior Frame)
Gridlines B and C
Column "C"-
TXT
-20
ELEVATION (Moment Frame)
Gridlines A and D
mm
000
B
Concrete
Ooo
-Metal Deck
Section a-a
L1515
-15
-Beam
Girder
-15
ELEVATION (Braced Frame)
Gridlines 1 and 5
A
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