WALLAP DESIGN STRUCTURE REPORT MANUAL
The program is menu driven with context sensitive Help and on-line access to the comprehensive User Manual giving detailed guidance on data input and interpretation of results.Cantilever walls Surcharges may be applied and removed while struts and anchors may be installed and removed. The strata profile consists of up to 100 soil types with hydrostatic or non-linear water pressure distributions. Earth pressures are calculated automatically from basic soil properties. WALLAP is suitable for the analysis of both temporary works, such as sheet pile walls, and permanent works such as reinforced concrete diaphragm walls and contiguous bored pile walls.įactors of safety are computed according to standard codes of practice while wall displacements and bending moments are calculated by a finite element analysis which models the actual sequence of construction of the wall. 19 3.1 Contiguous Wall Capping Beam Design.20 3.2 Initial Slab Sizing (Based upon Block C).21 3.2.1 Typical Upper Floor.21 3.2.2 Penthouse Transfer Deck.21 3.2.3 Roof Deck.21 BLOCK A DESIGN.22 4.1 Column Loadings.22 4.2 Column Sizing.22 4.3 Downstand Beam Design.22 4.4 Finite Element Output Plots.22 BLOCK B DESIGN.23 5.1 Column Loadings.23 5.2 Column Sizing.23 5.3 Downstand Beam Design.23 5.4 Finite Element Output Plots.23 BLOCK C DESIGN.WALLAP is a powerful, fast and user-friendly program for analysing the stability of cantilevered and propped retaining walls.
WALLAP DESIGN STRUCTURE REPORT DOWNLOAD
14 2.1 Gravity Loads.15 2.1.1 Basic Gravity Loads.15 2.1.2 Block A Shear Wall Gravity Loads (FEM).15 2.1.3 Block B Shear Wall Gravity Loads (FEM).15ĭurkan Limited Design Calculations 131979-1 (00)Ģ.1.4 Block C Shear Wall Gravity Loads (FEM).15 2.1.5 Block D Shear Wall Gravity Loads (FEM).15 2.2 Basic Wind Loads.16 2.2.1 Building Geometry.16 2.2.2 Block A.16 2.2.3 Block B.16 2.2.4 Block C.16 2.2.5 Block D.16 2.3 Shear Wall Wind Loadings.17 2.3.1 Shear Wall Geometry.17 2.3.2 Block A Wind Reactions.17 2.3.3 Block B Wind Reactions.17 2.3.4 Block C Wind Reactions.17 2.3.5 Block D Wind Reactions.17 2.4 Shear Wall Gravity + Wind Summation Loadings.18 WHOLE SITE DESIGN ITEMS. Download and use 10,000+ Structure stock photos for free. 13 1.6.6 Overall Building Stability.13 1.6.7 Masonry Design.13 1.6.8 Wind Loadings.13 LOADINGS. 12 1.6.4 Analysis & Design.13 1.6.5 Progressive collapse. 12 1.6.1 Unusual features of the structure. 10 1.5.5 Bouyancy.11 1.5.6 Analysis and Loading Data.11 1.5.7 Loading Data Input. 7 1.4.1 Notional Design Dead Loads (Refer to loading calculations for exact loadings).7 1.4.2 Design Live Loads.7 1.4.3 Wind Loadings.7 1.5 FOUNDATION ANALYSIS AND DESIGN.9 1.5.1 Foundation Type.9 1.5.2 Basement Construction. 5 1.3.7 Tree Influence.6 1.3.8 Ground Water.
5 1.3.5 Chemical Attack on buried concrete. 3 1.3 Site Information.5 1.3.1 Site History.
3 1.2.1 General Overview.3 1.2.2 Structural Overview. 1 1.1 DESIGN REFERENCES.2 1.2 INTRODUCTION. Durkan Limited Design Calculations 131979-1 (00)ĭESIGN PHILOSOPHY. This work has been undertaken in accordance with the quality management system of RSK Land & Development Engineering Ltd. The calculations may not be relied upon by any other party without the express agreement of the client and RSK. (RSK) has prepared these calculations for the sole use of the client, showing reasonable skill and care, for the intended purposes as stated in the agreement under which this work was completed.
Project Brief: A soil cut, of 8 m deep, is to be made along the sides of a national highways. Rev P1: : Preliminary Issue based upon Tender Stage Design. Transcribed image text: Design of embedded retaining wall 1.