Showing posts with label Design of structures. Show all posts
Showing posts with label Design of structures. Show all posts

## Pop wall design for living room

### Pop wall design photos living hall

Moderne best Simple pop wall niche ceiling with interior designs and patterns for drawing room. Juste for living room and hall latest tv stand gypsum board wooden.

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## Concrete stair reinforcement detail

Stairs provide access to the various floors of the building. The stair consists of series of steps with landings at appropriate intervals. The stretch between the two landings is called flight. The Space, where stairs are provided is called staircase. To make it ease in understanding, I am calculating the quantities of a staircase by dividing into components. Components of Staircase:- Waist slab: Waist slab refers to a slab of the stair that is inclining from the floor slab to the landing slab. Flight: The series of steps between floor and landing. Landing: The level of floor between flights. Step: The step consists of Riser and tread. Tread: The tread is the flat part that you step on. Riser: The riser is the vertical (up and down) part between each tread in the stairway.

## Pile cap design columns

sheet excel for two, three and four Pile cap design columns

## Design of biaxial isolated rcc footing in spreadsheet

Spreadsheet of design of biaxial isolated RCC footing.
• COLUMN Length
• FOOTING Foot length
• MATERIALS OF CONSTRUCTION
• CHECK FOR GROSS BEARING PRESSURE

## Structural Steel Moment Connection pdf

Moment connections are designed to transfer bending moments, shear forces and sometimes normal forces. The design strength and stiffness of a moment connection are defined in relation to the strength and stiffness of the connected members. The design strength of a moment connection may be full- strength (i.e. the moment capacity of the connection is equal to or large than the capacity of the connected member) or partial-strength (i.e. the moment capacity of the connection is less than that of the connected member). Similarly the stiffness of a moment connection can be rigid or semi-rigid compared to the stiffness of the connected member.

The rotation capacity of the structure may be provided by either the connection or the connected member.