Plastic Concrete Footing Form, 22 in. x 22 in. x 16.5 in., 6 in. Base Thickness - 비드바이코리아

아이템 No. 375576399863, 상품상태 : New, 종료 일자 : 2024.09.06 14:13:52, 수량 : 1 개

Addition Existing Slab: Footing (Square) 1 Required Area | PDF

Footing (square) 1 Required Area Soil pressure (psf) = Dead Load (lb) = Live Load (lb) = Footing depth ; (ft) = Depth to top of footing (ft) = Soil weight (lb/ft^3) = Soil & slab load on footing (lb) = A (ft^2) = W (ft square) = W (in square) = 1,000 2,815 3,723 1.0 1.5 125 1,226 7.8 2.8 33 · LOAD · Footing Thickness footing thickness (in) = concrete coverage of steel (in) = #4 rebar dia (in) = d=thickness-coverage-rod dia (in) = G(ft) = 12 3 0.5 8.5 1.87 d · W B d/2 · Shear Strength of Footing bo= column width + (d/2)*2 (in)= B (ft) = Tota ...

Depth of Foundation | PDF | Bending | Column

Thickness of the edge of footing: As per clause 34.1.3 of IS456: 2000, the thickness at the edge shall not be less than 15cm on soils. Dimension of pedestal: In the case of plain cement...

Footing Cutting List: Mark Length Width Thickness Spacing Bar Diameter Top&Botom - Scribd

You might also like ; Project Report On Gold & Silver Jewellery Manufacturing Unit ; Ship To Shore Dracone ; Spec Section 05-05-19 For Post-Installed Concrete Anchors Specification Text ASSET DOC LOC 1614384 ; Footing Cutting List: Mark Length Width Thickness Spacing Bar Diameter Top&Botom Clear Cover

Deep Footing Design Based On ACI 318-08: Input Data | PDF

PROJECT : CLIENT : JOB NO. : PAGE : DESIGN BY : REVIEW BY : DATE : c L · = = · 60 18 · in ft · Df · 10,5 · ft · FOOTING THICKNESS WATER TABLE · T h · = = · 22 8 · in ft · CONCRETE STRENGTH · fc' · ksi · fy · 60 · ksi · PDL · 73,1 · PLL · 50 · = = · MLAT · 120 · ft-k, SD · VLAT · 11 · k, SD · SURCHARGE · qs · 0,1 · ksf · ws · 0,1 · kcf · Qa · ksf · # # 4 · 10 10 spiral @ · 22 # · 1 Seismic,SD -79,175 k, SD, uplift · vertical 3 · in o.c. DESIGN SUMMARY TOP FOOTING REINF., E. WAY => BOT. FOOTING REINF., E ...

구조 도면 약어 정리표

OF FOOTING THK 두께 THICKNESS TOC 콘크리트 상단부 TOP OF CONCRETE TOM 조적벽 상부 TOP OF MASONRY TOP (상부, 위) 또는 슬래브 또는 기초의 상부근 TOP TOS 강재 상단부 TOP OF STEEL TOW...

Footing Biaxial | PDF | Classical Mechanics | Physics

NUCLEAR POWER CORPORATION OF INDIA LTD. 700 600 1 10.50 · mm mm m KN · 6.75 6.5 750 75 16 667 822.66 43.88 47.53 49.36 · m m mm mm mm mm KN m2 m3 m3 · Breadth 6.5 m · DESIGN FORCES Factored load comb. no. Axial load:(Pu) = · 18 100 KN · 100 KN-m · 5 KN-m · global X Length 6.75 m Footing Dimensions · My Mx P · A Zy Zx · 2 ( Pu/Area - Muz/Zz - Mux/Zx) = 0.07 KN/m Design of footing is done using above maximum effective soil pressure · 113329825.xls.ms_office · global Z · global Z · 2 20 N/mm 2 415 N/mm · global X · Ast = ...

Finite element analysis of a piled footing under horizontal loading - Geomechani

zero-thickness joint element. The piled footing is embedded in elastic soil with either homogeneous modulus or modulus proportional to depth (Gibson's soil). As the pile is the principal...

Minimum Thickness of Concrete Slab, Beam, Column, Foundation - Linked in

Minimum thickness of concrete slab, beam, column, foundation and other structural members is selected to meet the design requirements as per standard codes. Minimum thickness of concrete structural elements based on ACI 318-14, IRC 2009, IS 456 2000, and UBC 1997 is presented. Design process includes proper assumption of structural element sizes and then check the suggested dimensions to make sure that it meets the requirements of the design. If proper structural dimension is not assumed, then the design would be time consuming and required con ...

One-way and Two-way Slabs

1 One-way and Two-way Slabs One-way slabs transfer the imposed loads in one direction only. They may be supported on two opposite sides only [Fig. 1.1(a)], in which the structural action is...