Structural sol-week01

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  1. 1. Oct 19, 2014 ()( )()eng-hs.net 61941842 61862999 .26044449hs.com-enginfo@(1)net.hs-eng,com.hs-eng . . ) 03( . . ( eng-hs.net ) . ) ( ( eng-hs.net ) . Types of Structures and Loads Week 1
  2. 2. Oct 19, 2014 ()( )()eng-hs.net 61941842 61862999 .26044449hs.com-enginfo@(2)net.hs-eng,com.hs-eng ( )- ( 02. ) ( eng-hs.net.) ( ) . ( ) . . ( . ) (eng-hs.net) . () . ( hs.net-info@eng ( )06244449( )06244449.) . 26244449 .
  3. 3. Oct 19, 2014 ()( )()eng-hs.net 61941842 61862999 .26044449hs.com-enginfo@(3)net.hs-eng,com.hs-eng Types of Structures and Loads Introduction A structure refers to a system of connected parts used to support a load. Concrete beams generally have a rectangular cross section, since its easy to construct this form directly in the field. Because concrete is rather weak in resisting tension, steel ''reinforcing rods'' are cast into the beam within regions of the cross section subjected to tension. Columns Members that are generally vertical and resist axial compressive loads are referred to as columns, Tubes and wide-flange cross sections are often used for metal columns, where circular and square cross sections with reinforcing rods are used for those made of concrete. Occasionally, columns are subjected to both an axial load and a bending moment as shown in the figure. These members are referred to be as beam columns. : .
  4. 4. Oct 19, 2014 ()( )()eng-hs.net 61941842 61862999 .26044449hs.com-enginfo@(4)net.hs-eng,com.hs-eng Beams Beams are usually straight horizontal members used primarily to carry vertical loads. Beams are primarily designed to resist bending moment; however, if they are short and carry large loads, the internal shear force may become quite large and this force may govern their design. When the material used for a beam is a metal such as steel or aluminum, the cross section is most efficient when its shaped as shown in the Fig. 1-3. Here the forces developed in the top and bottom flanges of the beam form the necessary couple used to resist the applied moment M, whereas the web is effective in resisting the applied shear V. This cross section is commonly referred to as a "wide flange". .
  5. 5. Oct 19, 2014 ()( )()eng-hs.net 61941842 61862999 .26044449hs.com-enginfo@(5)net.hs-eng,com.hs-eng The design loading for a structure is often specified in codes. In general, the structural engineer works with two types of codes: general building codes and design codes. General building codes specify the requirements of governmental bodies for minimum design loads on structures and minimum standards for construction. Design codes provide detailed technical standards and are used to establish the requirements for the actual structural design. Table1-1 lists some of the important codes used in practice. It should be realized, however, that codes provide only a general guide for design. The ultimate responsibility for the design lies with the structural engineer. Table 1-1 General Building Codes Minimum Design Loads for Buildings and Other Structures, SEI/ASCE 7-05, American Society of civil Engineers International building Code Design Codes Building Code Requirements for Reinforced Concrete, Am. Conc. Inst. (ACI) Manual of Steel Construction, American Institute of Steel Construction (AISC) Standard Specifications for Highway Bridges, American Association of State Highway and Transportation Officials (AASHTO) National Design Specifications for Wood Construction, American Forest and Paper Association (AFPA) Manual for Railway Engineering, American Railway Engineering Association (AREA) . Loads
  6. 6. Oct 19, 2014 ()( )()eng-hs.net 61941842 61862999 .26044449hs.com-enginfo@(6)net.hs-eng,com.hs-eng Dead Loads Dead loads consist of the weights of the various structural members and the weights of any objects that are permanently attached to the structure. In some cases, a structural dead load can be estimated satisfactorily from simple formulas based on the weights and sizes of similar structures. Through experience one can also derive a "feeling" for the magnitude of these loadings. For example, the average weight for timber buildings is 1.9-2.4 kN/m2 , for steel framed building its 2.9-3.6 kN/m2 , and for reinforced concrete its 5.3-6.2 kN/m2 . Table 1-2 Minimum Densities for Design Loads from Materials kN / m3 Aluminum Concrete, plain cinder Concrete, plain stone Concrete, reinforced cinder Concrete, reinforced stone Clay, dry Clay, damp Sand and gravel, dry, loose Sand and gravel, wet Masonry, light weight solid concrete Masonry, normal weight Plywood Steel, cold-drawn Wood, Douglas Fir Wood, Southern Pine Wood, spruce 26.7 17.0 22.6 17.4 23.6 9.9 17.3 15.7 18.9 16.5 21.2 5.7 77.3 5.3 5.8 4.5 .
  7. 7. Oct 19, 2014 ()( )()eng-hs.net 61941842 61862999 .26044449hs.com-enginfo@(7)net.hs-eng,com.hs-eng Table 1-3 Minimum Design Dead Loads Walls kN / m2 100 mm clay brick 200 mm clay brick 300 mm clay brick 1.87 3.78 5.51 Frame Partitions and Walls Exterior stud walls with brick veneer Window, glass, frame and sash Wood studs 50 x 100 mm unplastered Wood studs 50 x 100 mm plastered one side Wood studs 50 x 100 mm plastered two sides 2.30 0.38 0.19 0.57 0.96 Floor fill Cinder concrete, per mm Light weight concrete, plain, per mm Stone concrete, per mm 0.017 0.015 0.023 Ceilings Acoustical fiberboard Plaster on tile or concrete Suspended metal lath and gypsum plaster Asphalt shingles Fireboard, 13 mm 0.05 0.24 0.48 0.10 0.04 .
  8. 8. Oct 19, 2014 ()( )()eng-hs.net 61941842 61862999 .26044449hs.com-enginfo@(8)net.hs-eng,com.hs-eng Ex.1-1 The floor beam in Fig. 1-8 is used to support the 1.83-m width of a lightweight plain concrete slab having a thickness of 102 mm. The slab serves as a portion of the ceiling for the floor below, and therefore its bottom is coated with plaster. Furthermore, a 2.44-m-high, 305-mm-thick lightweight solid concrete block wall is directly over the top flange of the beam. Determine the loading on the beam measured per foot of the length of the beam. Solution: Using the data in Tables 1-2 and 1-3, we have: Concrete slab: [0.015 kN / (m2 . mm)] (102 mm) (1.83 m) = 2.80 kN / m Plaster ceiling: (0.24 kN / m2 ) (1.83 m) = 0.44 kN / m Block wall: (16.5 kN / m3 ) (2.44 m) (0.305 m) = 12.28 kN / m _____________ Total Load: 15.50 kN / m .
  9. 9. Oct 19, 2014 ()( )()eng-hs.net 61941842 61862999 .26044449hs.com-enginfo@(9)net.hs-eng,com.hs-eng Live Loads The minimum live loads specified in codes are determined from studying the history of their effects on existing structures. Table 1-4 Minimum Live Loads Occupancy or Use Live Load kN / m2 Assembly areas and theaters Fixed seats Movable seats Dance halls and ballrooms Garages (passenger cars only) Office buildings Lobbies Offices Storage warehouse Light Heavy Residential Dwelling (one and two family) Hotels and multifamily houses Private rooms and corridors Public rooms and corridors Schools Classroom Corridors above first floor 2.87 4.79 4.79 2.40 4.79 2.40 6.00 11.97 1.92 1.92 4.79 1.92 3.83 .
  10. 10. Oct 19, 2014 ()( )()eng-hs.net 61941842 61862999 .26044449hs.com-enginfo@(12)net.hs-eng,com.hs-eng For some types of buildings having very large floor areas, many codes will allow a reduction in the uniform live load for a floor, since its unlikely that the prescribed live load will occur simultaneously throughout the entire structure at any one time. For example, ASCE 7-05 allows a reduction of live load on a member having an influence area (KLL AT) of 37.2 m2 or more. This reduced live load is calculated using the following equation: o ( . 5 .5 ) Where, L = reduced design live load per square meter of area supported by the member. Lo = unreduced design live load per square meter of area supported by the member. KLL = live load element factor, for interior columns KLL = 4. AT = tributary area in square meters. The reduced live load defined by Eq. 1-1 is limited to not less than 50% of (Lo) for members supporting one floor, or not less than 40% of (Lo) for members supporting more than one floor. No reduction is allowed for loads exceeding 4.97 kN/m2 , or for structures used for public assembly, garages, or roofs. .
  11. 11. Oct 19, 2014 ()( )()eng-hs.net 61941842 61862999 .26044449hs.com-enginfo@(11)net.hs-eng,com.hs-eng (Example 1-2) A two-story office building has interior columns that are spaced 6.71 m apart in two perpendicular directions. If the (flat) roof loading is 0.96 kN/m2 , determine the reduced live load supported by a typical interior column located at the ground level. Solution: Each interior column has a tributary area or effective loaded area of: A groundfloor column therefore supports a roof live load of: his load cant be reduced, since its not a floor load. For the second floor, the live load is taken from Table 1-4: Lo = 2.4 kN / m2 . Since KLL = 4, Then: KLL AT = 4 (45.0 m2 ) = 180 m2 > 37.2 m2 , the live load can be reduced: o ( . 5 .5 ) The reduced load here is OK. .
  12. 12. Oct 19, 2014 ()( )()eng-hs.net 61941842 61862999 .26044449hs.com-enginfo@(12)net.hs-eng,com.hs-eng 1-2 The building wall consists of 200-mm clay brick. In the interior, the wall is made from 50 mm * 100 mm wood studs, plastered on one side. If the wall is 3 m high, determine the load in kN per meter of length of wall that the wall exerts on the floor. Solution: .
  13. 13. Oct 19, 2014 ()( )()eng-hs.net 61941842 61862999 .26044449hs.com-enginfo@(13)net.hs-eng,com.hs-eng Solution: . 1-5. The floor of a classroom is made of 125-mm thick lightweight plain concrete. If the floor is a slab having a length of 8 m and a width of 6 m, determine the resultant