ACCT203 Group Report
Depreciation, Impairment and Depletion
Suspicions of KNM Group Berhad on Depreciation Methods
Group 17
OR Hong Nam
FU Ka Chun
LIU Zhe
LOU
Slab
Idealization of structure
Consider as a one-way continuous slab and design a typical 12 m interior span where
fck = 32 N/mm2
fyk = 460 N/mm2
Cover = 25 mm
Spring 2012 AuE-850 HOMEWORK #1 Manipulation of tire/vehicle data and Analysis of Basic directional stability (Steady-state & Transient-state behavior)
Submitted by: Arun
Modelling of pitched truss beam with Finite Element method
Considering response of second order effects and imperfections
Master of Science Thesis in the Master’s Programme
EMA 405 Practicum in Finite Elements – Homework #2
Problem 1: Beam deflection due to Gravity
In this problem, the deflection of steel beam with a square cross-section due
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Owner's Name PMFTC INC. JT INTERNATIONAL (PHILIPPINES) INC. MANILA ELECTRIC COMPANY (MERALCO) DEMETRIO TUASON
7
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