A Review of the Temporary Shoring Used to Stabilize the Pentagon After the Terrorist Attacks of September 11th, 2001
Guideline for temporary shoring.
Guideline for temporary shoring.Full description
Tupang , Shoring , Shore , temporary support,
Design of a shoring using sap2000 program with load diagrams
shoring design
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Full description
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BIA
for sample
RISK ASSESSMENT
Project: Location: Client: Job Title
Made By: Checked By: Date: Job.No/ Rev.
SGB TOWER ANALYSIS: VLeg
1.3 Main Lift: M_Lift = 1.00 m Vm = 57.00 kN
Percentage of Lateral Force to Vleg Vleg ..
VLeg
See Appendix
JT_Ext Jack is Braced or Un- Braced First ledger level one cup down? Total Distance of Jack Extension Top Lift Distance Total Distance from 1st ledger to the Braced Jack Permissible Load (Top Standard)
t f i L _ T
Jack is Braced or Un- Braced? First ledger level one cup down? Total Distance of Jack Extension Base Lift Distance Total Distance from 1st ledger to the Braced Jack Permissible Load (Bottom Standard)
1. PARAMETERS: %_HL = 2.5% 2.5% unitle unitless ss 1.1 Top of Standard: J_Brac = Un-Braced unitless 1st_led = No unit unitles less s JT_Ext = 0.20 m T_Lift = 2.00 m TD_led = 0.60 0.600 0m Vt = 27.00 kN 1.2 Bottom of Standard: J_Brac = Un-Braced unitless 1st_led = No unit unitles less s JB_Ext = 0.20 m B_Lift = 2.00 m BD_led = 0.60 0.600 0m Vb = 27.00 kN
cgb
UN-BRACED VLeg
m m m²
Spacing of Post along X-direction Spacing of Post along Y-direction Tributary Area
unitle unitless ss m unitle unitless ss m m
Number of Braced Post Bay distance along X-direction (max) Lift distance along Y-direction (max) Height of the Tower Assembly Length or Width of Braced post (max)
A
HL
VLeg
HL
BRACED
HL
See Outline Dwg.
VLeg VLeg
VLeg
HL
HL
X_dist t s i d _ Y t H
See Loading Assumption and
kPa kPa kPa kPa kPa kPa
Formwork Load Dead Load Impact Load
kPa kPa
Construction Live Load (Heavy Duty)
Combination
A
A
ASCE 37-02 Table 2
φd = φL =
U_CL =
1.20 1.20 unitle unitless ss Load Factor for Dead Load 1.60 1.60 unitle unitless ss Load Factor for Live Load Ultimate Construction Load 4.32 4.32 kPa kPa