Reinforced Concrete Design (RCD) - Assignment 2, Assignments of Reinforced Concrete Design

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TECHNOLOGICAL UNIVERSITY OF THE PHILIPPINES COLLEGE OF ENGINEERING CIVIL ENGINEERING DEPARTMENT PCE 14-M PRINCIPLES OF REINFORCED/ PRESTRESSED CONCRETE ASSIGNMENT NO. 2 SUBMITTED BY: MONTON , VIANNE M. SUBMITTED TO: ENGR. GABRIEL I. GAMANA MANUARY 23, 2022 MONTON , VIANNE M. hy = BSCE - 48 CY REINFORCED CONCRETE DESIGN ASSIGNMENT NO. 2 PROBLEM 1. A TIED COLUMN AS SHOWN IN THE FIGURE WITH 10- # 36mm WILL BE SUBJECTED TO AN ECCENTRIC LOAD ABOUT THE STRONG AXIS. THE MATERIAL STRENGTHS ARE f'c = 42 MPa, fy = = 520 MPa. LATERAL TES. USE Cco> 40mm AND #10 IF THE NEUTRAL AXIS IS 450mm FROM THE RIGHT FACE- DETERMINE THE LOAD Pu (KN) AT THE FAILURE POINT - DETERMINE THE MOMENT Mu (kN-m) AT THE FAILURE POINT- DETERMINE THE ECCENTRICITY € (mm) AT THE FAILURE POINT: a. b. c- G10 of cs 300 + SOLUTION - Ci) PEPTH VALUES dy - 610- 40-10-18 = C02 mm de =< 610- 40-fo-{%-1t0 = 482mm dj = {20+ 40410418 = 422 mm d= 40+ 10+1% = Gamm Cli) FOR VALUE OF @ 0.05 a. Cc - 0-75( 450 p- 0-35 ~ —— (42-28) © 0.75 e Case) 7 2+ 337-5 mm MONTON, VIANNE M, BSCE - 48 <) For e M= Pe eco Pp B/S. 322 bLN—m 3246-331 BA @= 6.252 m @= 252.076 mm