Design of Steel Structures Part 9 ppsx

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... fracture toughness. A review of the hypothetical design documents indicated that the gate had been fabricated from A36 steel. Since KIc testing (ASTM E 399 ) of mild steels at reasonable service ... determined that the number of cycles to failure is approximately 12.5 million. With the measured frequency of vibration equal to 5 Hz, it would take approximately 694 hours ( 29 days) of vibration at ... 3. 89 cm (1.53 in.) EM 1110-2-6054 1 Dec 01 7-8 Figure 7-4. CVN-KIc correlations (°C = 5 /9 (°F – 32); 1 ksi-.in= 1. 099 MPa-m) (5) Since the crack size and geometry of...

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ut9VqxaZpHpc+echjZ/HTtA7AejjnnCGeJdYSHE485zzO2qmfZx4PQvWN3Ax5Ymen04nzmhcWFmxhYKPF9TgyO+fcPowZbZ1Op9MXHydaHWeDqmjldZPX8JkAWkfroHX+r3LimeHhR2fhxY/H9kiHX7ArDu2sc51DAK0Ds9I6K09MnsDWCdZQBrTOOl5szU2G/xNXApzY+xacfA6M69UmM1qHmdPr9dKhq/qiyQsLCyNcWnAjXn2WXXIQAK0D/drtduybKbrDfmvA2GT2tkrrwHSIY1EujwVsqHgoP7MjWVqHGX3LUpxYp9OZwKuLp5ceh7GAjTaxB/S1DoxGPMF7Al964r2yjDKw0W+rHMOCqZemv8Rzr3q9Xho1iR9MZk+kK59P4LATgNaBCZLesqRzr9IVGCb8UgxZHkoH0DqwUVqtVrfb7Xa7qX5ardYk3+FGo2GtHQCtAyeRjmHFS3U2m810ltPkz4ZJa+34PQJoHTihwaZpNpupgSa5JNKdNGsHYBhzNgGzqdFoxLUE48GgFBBTscBgedyEzy4CmATGdZh17XZ76lYlbrfb8Qwys3YAtA4sr9vtDq4iOOETk+vSBCNHsgC0DiwTOsuetj1Fy/SlpQVNUgZYmfk6zKLUNH2hMF0Hs9rtdjxxrNvtZragO4DWgXVJgzrTfv3wOEO52WxO0TXbAbQObLg0CtJqteoHs5rN5nQNkLTb7aqqqqoqikLuAOuX5RX3tA6zKJ2+FEOh/k9TVwzxhKz4oKZ9mArQOhvB3GRmUU5NMBXrHwLTIstXEuM6zO57l8G3L1PaQPFKF8HQDjCK1xOtA5loNBqTMDVnJHUSzz9P85SdkwWsWTosnhPHsJhdnU6n1WrFJQTjBc/H+aPjB2VZFkWx/m8YV1IOjmQBDDCuw4xqtVrpvUv8IL6bGc+gSDr5a4RpsrCwUBSF5XYA+hjXYRZ1u92+QdrYHMsuprwRUouM9mpc8UEZ2gHQOsy6FDrpDPM8pvQ2Gg3XBAXQOvD/pSbIJg7M2gHQOrDMmjTZXEczTVI2tAOgdZhpgydVNpvNPI5kLSwsxG4b55llABPLeVjMqEaj0ev16pOUc1qFL64uWJZl7B4ArQOzWzzplKhOp5PNQnz1ScpWUgZmnGNY8H/iosM5PZz4XxN3AK0DZCheOCI4JwvQOjYB5KrdbsfQabVatgagdYA8cydkeuFiAK0Dq5Dx6dkxdAztAFoHZkKn0ymWk9Os5D7pnCzL7QBaB2ZdrsVjkjKgdWBWtNvtXq/X6/WqquoNyHXlvXhOVlVVjmQBWgdmRR5rBq4q8hzJArQOkLN4DCvjmUkAWgdmWqPRcE4WoHWAzHMnWG4H0DpAxgztAFoHyFn9Eui2BrDCmyKtA0yreGq9S6ADJ5LZSQxaB2b3TVtZlk5BB7KndWAWxdUFg1PQgRO/HdI6wHRrt9sxd8xTBvKmdWCmc8diysAg4zrA8rrdbqfTWXbCb6vVmsyJwI5kAYPMTQZO+OpQluWy5zdN7JukNHHHOVmA1oH8redQTmyFXq8XjwrV/2mFCTHd4zbxUbfb7XB8gAcgP1qHGVUURd9IRqvVWudbmfjlfa1TFEX832WHdprHbe4E4XjfiqIwcQfI782P1mGm/5hjYXQ6nVQk6y+GunpOLTsFOB322txXlnRZUKM7QH4vBXN+o8ymOPpSVVVRFCvEymp1Op2qquLLRLfbPelAUVzCeBLEiTtlWcbsi1cJBWa2deLR7TwY12FGLSws1N+4NJvNXq+3nh18PH87fs/4GtFsNhuNRq/Xi5N4yrKc8ICIDyHecwezYMZbJ6eHo3WYLd1utyiKoiharVb9jzkO8Kxz0szCwkJVVWmoptfr1f9pKt4kpQR0MAtmmfV1IIc/4GX/ktf/553BoZ+4nnJVVdZTBrQOkKeUOxbdgRl/W6h1YCr34r1eryzL3gnYRGlDBRdCh1mV2VHswos7J3+WFNk+TzqdTpxBHAcwxjmlJp7/NckbNp1H5rQsmB3pDz+bl/2iKIzrMKNarVZRFPFITXwTk5bbIaovumN0B5heWocZlY5Gp6GLcILl/mY8d2IOOi0LZuq10fWwIB9pzZtGo1GPHpK46I7TsgCtA9P6DiYO5MT1jvN7NzMSCwsLMXdcMAuyl+VroLnJDPEsyXFucqvVWnYIZ2yPdPLnJi+7xZrN5uRc1wIYuU6nE49Zm5sMeb53MStlBTFxLLoDTF/uGNdhmCjO+Jzzev2M88zqqRvXieLojrPQIVdZjuu4zjkzLacL+Y5HWZbNZjNO35E7kKvMZu1oHWb9HUzfjtxI58rildtbrVa8crtYhCxldkaq1mF2K8fsnDVbWFiIF4qvX9cdyIZrRDBzspyvE6fLDHIe1vCcmQX5cY0IyE3cVce/6viB9WOGZ90dyPJVMb8HpXXwV/1/b2XSZSJsltXmTgih2WzKHchAlmsJah1mWrr2p+WS15M78dC+3IGc3gFqHcihcvo+iJxYtAbtdjvljq0BTBpzkxniWZLpWoLxhPN2u93tduMAzzjXjMlgbnIfU5Uhm9f8kNfcZK3D7LZOCKHb7W7Wgnjx1SSzFfnkDmTwJtD1sCCfgCuKYtPXkMhs6eF0Zlar1fIcg2mUzjbI6gXfuA7DZEHG1znfrJGV/I5hJWl9DteRgCl9zQ/GdSAD6VyDZrNZ1DiTaP0ajUaaquyi6MCm0zqwfAOxHu12O27JsizlDrC5HMNiiGdJjsewTrQDHts553GUOI5/5Hqie5rkGC8U6ngWTL4srxGhdZjR1pmErZo+znvzpkfqWQRT9Ddrvg5MvU6nUx/acZxl46RrjZkOBWwKrcPM6Xa7rVarLMt0wnk81LIpp0lXVTULox3160g4HR3QOrCx4gIwy2ZH/bgSoxVnK6fVdwykAVoHNkTaxdYHVNJJQyGEMR9kmanpuo1GIw7wVFUVB9Ic0gK0DmyIwXOCGo1GWv7O9tlQqSzjMI8BHkDrwOgJms3VaDR6vV5agMcAD0yOLP8YtQ6zJQ3e9P09d7tdAbQpxRNn8DSbTbkDE/KHqXUgkz/jvktDpAvdjXlZP0dw6qdo2Rqw6bL8M9Q6zJwVrt87/sueZ3Yx4bVpt9txO7igBEzC36PWgam3sLAQD5r0NUdVVeP/I3fZhL5fSlmWRVFYgwcYIWv/M8SzxDUiNmarhhCqqpI7dekSWjYObO6rk2tEAKNhQnSfdrvd6/XM4AFGSOsAk1g8zkgHtA7kwNzkE2k0GumaEvEqWsZ4AK0D5JY7ac5yvKxEURSKB9A6ME3M1xmyeNKE5Vg8NgugdYCs1OcshxBM4gG0DpBn8fRN4lE8gNYBstI3iScWj80CaB2YUM7DGknxxIuambYMaB2YOOYmj6R44jwei/EAWgcmSFx/3bjOSIrHPB5A68DEiQdcjOuMsHgG5/E4qgUE1/5kqGeJa39uzFYNIZRlOf6Lq2ev2+3WB8xcQxTW8Ork2p+QoU6nY5G6PDQajfpiPK4hCjNuziZgNt+yrFA8BlrykH6PZVmWZRmnMBvggRlkXAfGYXBcIY06sKG5Y9oyYB4GQzxL8pqvU8+O0Q7htFqtONe4Pgun0+mkrKlPHDFfZ8y63W4c3QkhNI8zzAPLvuaHvObrhB6cTHzSs7K4E42DB2mLxcppNptxM5ZlWd+qfbcwBmVZ9p3n71cAg6/5Ob3sG9dhFsd1+gZ4qqqqn/i95oGWOH7T6/XiSUBpi8UJQPFfB8d16vwxjnOMJ61AGMVhHmNsEJyHBTmFTpqyOtrv3PcN2+12q9WKP2vZIyZxmMH0nXGKyw/WR3pi+qRrTdTn9JjfA1OfO95KMkwU5/c86RtWiXu79byVicM5MVyqqooDPCllBieIpNgyljAJ4khPfZAvjfQ4NY8ZfM0PeY3raB1munXSdZR6vd764yP1U/wmy57cXt+SRVFoncnv4ODwIlpnyh+O9XWYaWkqcavVGsl3i6MCMV8GD0u5+tVUiGNy9eObsUrDqE/cA8aUO96vMEwU5/c8qZ8KXje2gRbHsKZCX/QE56szG6/5wbgOZCANvcQ9WVp2RXlQFy8pGo6ftVd/tgRX2oJpyR3jOgwTxbPwPOl2u+Pcb1lLcEp1Op3BdQoM85DZa35wzjlMe9PE/3Y6nXh2cVpoZ5xXiPQ2Y0q12+2FhYX6soTxg8GT1YFJyR0vuAwTxTk9T+JblnSSeZ9xDrQ4DyuPdO47WT0YriOLF0njOjD1Rr6EILMpLkuYRnrSKgZpWcJxDhYCy+eOcR2GieL8rv05CW+7jevk/ba4zistU/cENq4DU6zdbssLNlS8Fmx9OaWiKFqtljEepkJ+K4FpHWZUp9OJu5++/B/JooJre+tPTuLJ6jF64oGtvktuObzFxMrvEL9jWAy1V87sGNYKF9o0N5kNMnhx9frb6PhO2pOBCXnND9YShIy5jAMbpNFoxInMMXpC7Soi6TSueEtKH...

... 5 .9. 5.3.2 ENV 199 6–1–1A similar approach is used in the Eurocode, ENV 199 6–1–1, except that acapacity reduction factor Φ is used instead of ß. The effects of slendernessand eccentricity of ... value of the characteristic compressive strength of the masonry fk. Typically theequation takes the form (5.11) Generally the calculation of ΣW involves the summation of products of the partial ... practice, the design of loadbearing walls and columns reduces tothe determination of the value of the characteristic compressive strength of the masonry (fk) and the thickness of the unit required...

... wind loading.12.7 DESIGN CALCULATION ACCORDING TO EC6 PART 1–1(ENV 199 6–1: 199 5)To demonstrate the principle of design according to EC6, the wall A inthe ground floor will be redesigned. The dead ... floorCfqAe×h/2=1.1×(12 69/ 103)×21×3×3/2=131.9kNm• 5th floor1.1×(12 69/ 103)×21×6×3=527.6kNm• 4th floor(1.1×12 69 21/103) 9 9/ 2=1187.20kNm• 3rd floor 29. 313×(12×12/2)=2110.54kNm• 2nd floor 29. 313×(15×15/2)=3 297 .70kNm©2004 ... isdead+wind, and the design load is (1 .96 ×102.5×103)/103=201kN/m.12.6.4 Selection of brick and mortar for inner leaf of wall BThe design vertical load resistance of the wall is (ßtfk)/␥m...

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... clause 4, in particular, Table 4.1 and 4.2.3 of ENV 199 3-1-1: 199 2.b) 7.3(3)There is no limit to the deflection of purlins, provided the provisions in 4.2.3 of ENV 199 3-1-1: 199 2 are complied ... obtained from 6.6.2.2 of BS 595 0-5: 199 8, its value being that of ME.f) 6.4 Distortional bucklingFor distortional buckling, reference should be made to AS/NZS 4600: 199 6 or a geometrical non-linear ... compression should be designed in accordance with the recommendations given in 6.4 of BS 595 0-5: 199 8.6.7 Chapter 7 Serviceability limit statesa) 7.3 DeflectionsThe designs for deflections...

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