Deck Column Designs

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Deck Column Designs

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Like a semisubmersible, the TLP is laterally compliant and will surge, sway and yaw. In both platform types, there is relatively little designwise that can be done to affect lateral motions, although steady offset can be minimised by increased tendon tension. Configuration The three main configurational components are: Pontoons Stability columns Deck Figure 7.46 illustrates four TLP configurations. The Brutus Platform (fig 7.49C) is a typical example of a four column, ''classic'' TLP.Figure P1.9 Section through deck and wall. P1.10 Porch framing a. Estimate the rafter size using the span charts in the appendix. b. Provide calculations for bending, shear, and deflection on the typical rafter. c. Select a connector for the

rafter.to ridge and rafter to girder connection. d. Provide calculations for bending, shear, and deflection on the ridge beam and girders. P1.11 Column design a. Determine the axial load to each column and estimate the size using the design aids in the Major plumbing and wiring risers should also be kept off the column lines. These considerations are essential to the integrity of the vertical columnbeam bents for the lateral load resisting system. A similar system would likely be used for the roof of this building. A light steel frame structure is needed for the structure on the roof that covers the elevators, stairs, and rooftop H VAC equipment. The fireproofing of the steel frame and deck is accomplished as follows: 1 . Top of the

steel.deck Column 1 gives the mean height to the deck on which each erection tier is built. Column 2 gives the tween deck height. Column 3 gives the factor relating the VCG of each layer to its centroid. Column 4 gives the VCG of each layer above the deck on which it is built. Column 5 gives the volume of each erection. Column 6 the density and column 7 the weight. Column 8 gives the VCG of each erection above the base. Column 9 gives the vertical moment. Columns 10, 1 1 and 12  slab with Drop panels Column grid 9 × 9 m Slab thickness 25 cm Drop panel 28 cm Overall depth 53 cm Column grid 7.2 × 7.2 m Slab thickness 10 cm Ribs 25 cm Overall depth 35 cm Twoway Concrete waffle slab Column grid 9 × 9 m Slab thickness 10 cm

Ribs.30 cm Overall depth 40 cm Camber to compensate for dead load deflection Column grid 7.2 × 7.2 m Filler beam w 14 (ipe 360) Girder w 18 (ipe 450) Composite slab 8 cm Leightweight concrete on 5 cm deck Overall depth Larger columns are chosen where loads are greater, and column wall thicknesses increase with the diameter of the column. One counterintuitive characteristic of tube columns is that the thinner their wall thickness, the less likely they are to fail due to buckling. Spans in the floor above vary from 1.97ft. (. 6 ml to 11.81 ft. (3.6 m). The advantage of having many columns is that the spans in the floor deck can be very short, reducing beam sizes considerably. Only the concrete ground slab Column: Moments + axial

forces.Deck: Moments Column: Axial forces Deck: Moments (a) (b) Column: Moments + axial forces Deck: Moments Column: Moments + axial forces Deck: Moments + axial forces (c) (d) Figure 2.4 Frametype bridges and internal forces under main loads. is orthotropic if its stiffness properties are different in two perpendicular directions. The slab bridges based on their composition can be divided into the following types: 1. Solid Slab (Figure 2.5a). Concrete Classical. Style. in. a. Porch. Addition. Tips. from. a. restoration. expert. on. deck. construction,. column. building. and. weatherproof. design. Having torn down an old laundry room and built a new deck on the south side of a Greek Revival mansion, the author prepares to extend the

existing.girder. Once in place, this girder will carry the ceiling joists for the new porch. Test Tilting the soffit in the new roof. Joints between The design shear force for the connection shall be taken equal to the maximum torsion transferred to the pier cap divided by the depth of the pier cap as shown in Figure I6. H. Design shear studs for columntocap beam connection (see Figure I7). 1. Design shear studs located on bottom flange plate. Design these studs for the maximum horizontal shear at the top of the column (Figure I7). Concrete for the deck and column was assumed to have a 28day strength of 28 MPa (4 ksi).Some people sketch their ideas on a layout sheet before putting the page together. With practice, subs design

philosophy..If it advocates horizontal design, then stick with it. But also include the occasional long vertical to break up the 'sameness' of this form. Horizontal layout makes writing headlines easier because it allows a greater flow of words. That is, one deck of horizontal text over four columns will permit more variety and number of words than four decks of single column text.

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