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Question 6 1 pts The figure below is a typical section detail of perimeter wall/floor slab. Complete the following statement. The inner skin (wall) of this building belongs to the and the outer skin belong to the 150 MINIMUM CURVED FORF FORM TO RF DETAILED BY FORM WORK DO NOT POUR AGAINST UNRESTRAINED OUTER BACK SKIN PROVIDE BLOCK TIES BETWEEN INNER AND OUTER SKINS OF MASONRY AT 400 VERTICAL CENTRES AND 600 HORIZONTAL CENTRES TYPICALLY 1 10 BRICK OUTER SKIN 140 BLOCK INNER SONThe figure below is a typical section detail of wall-floor slab. Match each set of reinforcements labelled A, B, C, and D and how these have been designed to work in this load-bearing wall and suspended slab system. 150 MINIMUM CURMID EDGE FORM TO DE DETAILED BY FORM WORK SUBCONTRACTOR DO NOT POUR AGAINST UNRESTRAINED OUTER BRICK SKIM PROVIDE BLOCK TIES BETWEEN INNER AND OUTER SKINS OF MASONRY AT 400 VERTICAL CENTRES AND 600 HORIZONTAL CENTRES TYPICALLY 1 10 BRICK OUTER SKIN 140 BLOCK INNER SOON A Bars are placed to provide in v B [ Choose ] C Bars are placed in mats to re: * D [ Choose ][ Choose ] Bars are placed to provide bond between the two structural elements and to resist shear Bars are placed vertically as pinned connections Bars required at the top to counteract sagging A bar is placed to resist external moment A bar is placed to resist compressive stresses Bars are placed at the bottom to counteract torsion Bars are placed vertically for compressive strength A bar is placed to create a beam and provide tensile strength at the region of high tensile stresses Bars are placed in mats to resist shear and tensile forces Lateral bars are placed to prevent concrete spalling Bars are placed to provide integrity and tensile strengthQuestion 8 2 pts Given the following specifications for strip footings: 1200 x 750 DEEP STRIP FOOTING PROVIDE 8N16 BOTTOM LONGITUDINAL PROVIDE N16-200 U-BARS BOTTOM WITH 500 VERTICAL COG EACH SIDE Concrete cover from all edges of the footing is 75mm. Where appropriate, put only the number in the blank box, without any units. (a) What is the class , ductility strength (or yield stress) of the main longitudinal bars? (b) What is the size in mm of the main longitudinal bars and how many should be providedQuestion 9 0.5 pts Given the following specifications for strip footings: 1200 x 750 DEEP STRIP FOOTING PROVIDE 8N16 BOTTOM LONGITUDINAL PROVIDE N16-200 U-BARS BOTTOM WITH 500 VERTICAL COG EACH SIDE Concrete cover from all edges of the footing is 75mm. What is the spacing between the U-bars (in mm)? Round off your answer to a whole number and no decimal places. Put only the number in the blank box, without any units.Question 10 0.5 pts The partial drawing below is a section detail of a retaining wall. Select the correct answer why the footing of the retaining wall is designed and constructed in this way. SPECIALIST PEBBLE PAN TRACTOR (SEPARATE CONTRACTOR) (CP3) SMARTROC' CAPPING TO MATCH FL 58.99 SELECTED 'SMARTROC' CLADDING. MORTAR ONTO SLEEPER WALL IN ACCORDANCE WITH MANUFACTURER'S BLOCKWORK RETAINING WALL ENGINEER'S DETAILS BY BUILDER TOCMM TOP SOIL & PLANTING BY LANDSCAPER EXISTING GROUND LEVEL FFL 57.66 STREET LEVEL LD06 RETAINING WALL DETAIL 3 A21 SECTION DETAIL 1:20 O To provide lateral bracing to the wall O To provide a large work-base for the retaining wall construction O To provide stability against the pressure on the wall from soil and water O To resist shear within the wall structure