UCD FUND OF STRUCTURAL ANALYSIS 5E
5th Edition
ISBN: 9781264843923
Author: Leet
Publisher: MCG
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Chapter 2, Problem 17P
To determine
Calculate the seismic base shear using ASCE simpler expression.
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7:05
3.1 Trabajo en clase.pptx
.III LTE 8
Trabajo en clases 3.1
C9 X 20
W8 X 21
5-15.
PL¹× 12
Fy = 50 klb/plg²
KL =
16 pies
KL 21 pies 2 plg
MC 13 × 50
PL × 12
Fy
= 42 klb/plg2
Fy = 36 klb/plg²
8 plg
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k
MC8 × 21.4
KL = 20 pies
The steel frameword below is used to support the reinforced concrete slab used for an office area above the first storey. The slab is 210 mm thick. Sketch the loading that acts along members BE and FED. Use a = 2.15 m and b = 5.25 m. Refer to the 2024 OBC live load table. The unit weight for the concrete is 24.15 kN/m3.find:Loading for member BE Loading for member FED Live and Dead Loads
For the simply supported beam below, draw both the shear force (VFD) and ending moment (BDM) diagrams. Please show all equations and free body diagrams (FBD). Note: I want a cut through each of the three sections of the beam, with all related forces calculated and shown on the VFD and BMD.Reaction Forces Shear Force DiagramMaximum Shear ForceEquation for cut 1, 2, 3 respectively.Confirmation of Reaction ForcesBending Moment DiagramMaximum Bending Moment
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UCD FUND OF STRUCTURAL ANALYSIS 5E
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