PERENCANAAN STRUKTUR GEDUNG GEREJA KRISTEN JAWI WETAN SENGKALING KABUPATEN MALANG

Abstract

Planning the structure of the Christianity Church building Jawi Wetan Sengkaling Malang District. This writing purpose to designing with steel frame refers to regulations such as earthquake resistance refers to SNI 1726-2012. Calculation of steel structure using the method Load and Resistance Factor Design (LRFD) which refers to SNI 1729-2002 and the calculation of reinforced concrete structure refers to SNI 2847-2002, SNI 1726-2012. Analysis of statics structures here by using the Computer application program Robot Structural Analysis Professional 2018 and for the results of planning building using the Computer application program Auto CAD 2018. The result of replanning the upper structure by using steel truss using 2L 60.60.8 profile, profile gording Lip Channels 150.50.20.4,5 mm, gording suspension using plain iron Ø13, wind bonding using a plain iron Ø13, also using a junction of bolts Ø1 "D = 25,4 mm and the joints on the anchor 4 Ø 19.05 mm or 3/4" with the length of use 40 cm.Planning of Main structure the result of Plate/ Deck get 12cm thickness and Ø16-150 The dimensions of secondary beam is 20/40 (5D16 & 3D16), dimension of cross beam and main beam 40/70 (2D29 & 2D29), Dimensions of sloof 40/70 (2D29 & 2D29), Column Dimensions 40/70 (8D29), and the thickness of the staircase 15 cm using D10.