Process for Repair of Shear Cracked Beam 3. Once the patch repair work is completed now strengthen the beam as per following steps: 3.1 Removal of loose concrete from the member so as to prevent from the deterioration or de-bonding issues that entire loose particle from the concrete should  remove  below 25mm from  beams junction.…

Summary of Structure Adequacy Analysis  As per the analysis for gravity loading & earthquake loading the structure is found not safe as per the current load condition.   During visual inspection various structure defects such as concrete spalling, reinforcement exposed, cracks was found at the several localized locations. Hence it needs to be repair as per…

S.NO TEST NAME REFERENCE OF TEST PURPOSE OF TEST ,TEST RESULT & COMMENT REFERENCE 1 Rebound Hammer Test IS 13311 (Part-2)-1992, ASTM C 805-02, BS 6089:1981 and BS 1881: Part 202, BSEN:13791 To determining the estimated  compressive strength and uniformity of concrete Around 36 test conducted on RCC slab and beams and compressive strength of…

Load Carrying Capacity of a MS Chequered Plate Maximum Width of Plate m B 0.6 Thickness of Plate m t 0.02 Unit Weight of Steel KN/Sqm   78.5 Live Load Consideration KN/Sqm P1 5 Yeild Stress of Plate N/sqmm Fy 215 Young Modulus of Steel KN/Sqm E 193000   Load Calculations       Weight…

Team- OB Developers (Structure Audit Agency) www.structureauditagency.com Factors to be analyzed / understood Incident loads Factors / elements getting affected Behavior of affected elements Height of column: 19.363 meters Diameter of RCC in column: 1200mm Cladding outer diameter: 1500mm Thickness of stone for cladding: 70mm System for cladding: SS sadle / pin (HILTI)- Loff as…

EXECUTIVE SUMMARY: Non Destructive Technique of Warehouse Flooring at STAR TRACK TERMINALS LTD, DADRI MAIN RD, TILAPTA VILLAGE, GREATER NOIDA, UTTAR PRADESH 201306 Duration of Testing:-08/07/2022 Table 1 NON DESTRUCTIVE AND SEMI-DESTRUCTIVE TEST SUMMARY   S.NO   TEST NAME   REFERENCE OF TEST   PURPOSE OF TEST ,TEST RESULT & COMMENT   REFERENCE    …

1. Method of structural adequacy analysis and design parameters:- The seismic safety of a reinforced concrete building will depend upon the initial architectural and structural configuration of the total building, the quality of the Structural analysis, design and reinforcement detailing of the building frame to achieve stability of elements and their ductile performance under severe…

CARBON WRAP STRENGTHENING DESIGN TO INCREASE LOAD CAPACITY OF COLUMNS HAVING GRADE LESS THAN REQUIREMENT AT XXXXXXX, SECTOR 158, NOIDA, UTTAR PRADESH STRUCTURAL CONSULTANTS O.B DEVELOPERS (STRUCTURE AUDIT AGENCY) F-14, Kalkaji Main Road New Delhi-110019 MOB: +91-9717924616 structureauditagency@gmail.com wwwstructureauditagency.com Table of Content S.No.                     Description of NDT Reports 1 Introduction, Product Data and Assumption, Load Calculations…

PULL OUT/CAPO TEST FOR DETERMINING THE IN-SITU GRADE OF CONCRETE PROJECT NAME                       : ANALYSIS THE LOAD CAPACITY OF THE STRUCTURE AND TO RETROFIT IT AS PER LATEST CODE FOR NEXT 10 YEARS LIFE.                            PROJECT LOCATION               : IOCL, HALDIA, WEST BENGAL STRUCTURAL CONSULTANTS O.B DEVELOPERS (STRUCTURE AUDIT AGENCY) F-14, Kalkaji Main Road New Delhi-110019 MOB:…

PLATE LOAD TEST FOR DETERMINING THE IN-SITU SAFE BEARING CAPACITY OF SOIL PROJECT NAME                        : ANALYSIS THE MAXIMUM LOAD CAPACITY WHICH THE ELEVATED PLATFORM/FLOORING OF EXISTING WAREHOUSE CAN CARRY SAFELY.                            PROJECT LOCATION               : XXXXXXXXXX, HAPUR, UTTAR PRADESH INTRODUCTION The structure is a located at Delhi-Meerut Highway. During the working operation the staff of…