Advances in Steel Structures - part 3 pdf

... width Minimum Maximum 1 .33 2.67 1 .33 3. 43 1 1.5 RECOMMENDED DESIGN APPROACH The basic design approach is outlined in the chart of Figure 4. This presents all the relevant steps, including ... column connection in steel and concrete construction function in a semi-rigid and partial strength fashion- with the ideals of pinned and rigid only occasionally being approached- e...

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... and making use of Eqns. 3. 5 and 3. 8, one obtains (3. 15) m 12Eblb (Y~ - Y'~I) hl (3. 16) Substituting Eqn. 3. 16 into Eqn. 3. 15, one obtains Ec lc Y " + f q (Y - rl )d ~ - ~ 12 ... EclcY'V + qz- Kb - Kb ~cI~ ) y + qY&apos ;-~ l~ ~(y- rl)dr Substituting Eqns. (3. 24) and (3. 21) into Eqn. (3. 23) and making use of the integration ~ sin 2 az d...

Ngày tải lên: 07/07/2014, 06:20

... 0 .36 i 441 .3 0. 13 13 92.5 114 .3 0.81 32 .5 2.85 80.1 1.15" 136 .4 0.68 14 137 .0 114 .3 1.20" 101 .3 1 .35 244.1 0.56 415.7 0 .33 15 131 .0 114 .3 1.15" 1 63. 5 0.80 37 3.8 0 .35 636 .4 ! 0.21 ... 0.60 4 23. 7 0 .36 6 146.5 76.0 1. 93& quot; 107.4 1 .36 37 6.6 0 .39 634 .2 0. 23 7 1 13. 0 191.0 0.59 31 .8 3. 56 133 .5 0.85* 126.2 0.90 8 34 6.0 191.0 1.8...

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... 12 230 33 0 35 15 92.7 20 230 33 0 35 15 136 .7 16 260 260 25 35 1 13. 2 16 30 0 30 0 45 25 97.6 16 210 31 0 25 20 133 .0 16 250 35 0 45 10 119 .3 Failure Mode* Bolt Punching Bolt Bolt Punching ... RHS 3 SHS 4 SHS 5 RHS 6 RHS 7 SHS 8 SHS 9 RHS 10 RHS Pla~ Dimensions(mm) Mcu Wp Dp So ~ (kNm) 16 280 280 35 30 116.0 16 230 33 0 35 15 124.5 12 280 280 35...

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... Zealand, Sydney, 1996. 3. Eurocode 3: Design of steel structures: Part 1 .3: General rules- Supplementary rules for cold-formed thin gauge members and sheeting, ENV 199 3- 1 -3 , European Committee ... researchers in many areas of engineering and science. In the field of solid mechanics, finite element (FE) method is perhaps the one having the greatest impact. The method is pa...

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... 32 00 3. 107 21811 2.811 3. 456 2.615 2.258 3. 010 CB7 |l CB8 10 63 330 8 3. 112 ,, CB9 10 63 2515 2 .36 6 || CB 10 10 63 4000 3. 7 63 CC4 10 63 10 63 4110+ 35 00 CC5 3. 866 3. 2 93 Web sidesway ... 254x254x 73 700 CB2 UC 254x254x 73 460 CB3 UC 254x254x 73 460 CB4 UC 254x254x89 700 CB5 UC 30 5x305x118 700 CB6 UC 30 5x305x118 700 CB7 UC 30 5x305x118...

Ngày tải lên: 07/07/2014, 06:20

... Cold-Formed Steel Structures, AS/NZS 4600:1996, Standards Australia, Sydney, Australia. Eurocode 3, (1996). ENV 199 3- 1 -3 , Design of Steel Structures, Part 1 .3: Supplementary Rules for Cold-Formed Thin ... and Hancock G.J. (19 93) . A Finite Strip Method for the Elastic-Plastic Large Displacement Analysis of Thin-Walled and Cold-Formed Steel Sections. Thin-walled Structur...

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... 438 121.2 T5 438 47.5 T6 438 47.8 T7 438 116.0 T8 438 115 .3 T9 438 46 T10 438 44.7 Tll 438 115 .3 T12 438 1 13. 8 TI3 i480 120.7 Cylinder strength (N/mm 2) 41 .3 106 .3 91.0 39 .0 39 .0 ... 0.21 1 32 50 ~ 0.950 32 /2 1.007 v~ T 13 1 .36 4.5 1900 ~ 0.827 1481 0.779 T14 1 .33 1.5 2400 1661 0.692 16 23 0.676 T15 0. 83 2 33 50 2855 0.852 2957 0.8 83 T16 ~ 0.2 36...

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... 7.6110e- 03 4.6097e-06 400.0 9.8 100.0 26. 132 54 2.0826e+ 13 7.8 633 e- 03 4.9204e-06 400.0 9.8 100.0 0.72590 4.7 834 e+08 2. 734 5e-01 5.9506e- 03 TABLE 2 Comparison of Computed Frequencies of In- Plane ... Out-of-plane modes 1st 2nd 3rd 0. 235 2 0.4696 0.7154 0.2450 0.4946 0.7 534 0. 236 0 0.4770 0.7400 In- plane modes 1st 2nd 3rd 0 .35 27 0.46 93 0.7216 0 .35 69 0.49 43...

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... 6 13 thin plate systems 9 13 thin shells 7 13 thin spherical joint 631 thin-walled column 101 thin-walled member 881 thin-walled sections 9 83 thin-walled shell structure 639 thin-walled steel ... analysis 2 53 477 I 10 Keyword Index steel sheet joining 159 steel structure(s) 3, 25, 229, 277, 34 1 ,34 9, 35 7, 421, 731 , 1 031 , 10 63 steel- concrete 965 steelwork...

Ngày tải lên: 07/07/2014, 06:20