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r�r <br />USS?1eel Sheet Piling <br />Oriv. Weight 'Xtion Area Moment of <br />Profike is- Web Modulus Inertia <br />Designation bistrict tans Per eThick• Per Per <br />Rolled per ness Per Foot Per Per Foot <br />re <br />Foot of Will Pile of Pile Pile of <br />Will Wall <br />In. Lbs. lbs. In. In's in.t In't In.4 In.4 <br />t►L.w <br />MM PSX 32 H. 165i 44.0 32.0 <br />?%4 3.3 2.4 12.94 5.1 3.7 <br />PS32• H.S. 15 40.Q 32.0 <br />;, '� 4 L9 11.11 6 -2.9 <br />ll'1 �'; C i �• c `� pS28 H.S. 15 35.0 28.0 �. 2. 1.9 <br />10.30 3. 2.8 <br />A PSA28• H. 16 37.3 28.0 '� 3.3 2.5 10.98 6.0 4.5 <br />PSA23 H.S. 16 30.7 23,0 i�i 2 2.4 'VIA l r 4 s• �• 8.99 .5 4.1 <br />� PDA27 N.S. <br />•� 16 36.0 27.0 14 10.7 10.59 <br />A,�' � 39.8 <br />�' '"� P81A22 N.S. 19'% 36-0 12,0 35 8, 5.4 10.59 22.4 13.7 <br />si• <br />Ir �• � <br />PZ38 H. 18 57.0 38.0 �4 .2 16.8 • i5 16.77 41.2 28DA <br />t I S} • �y • PZ32 H. 21 56.0 32.0 l 67. 38.3 16.4 7 385. <br />110.4 <br />zx' <br />59 <br />R Pi11 N. 187TTV <br />'Sections PS32 and PSA 28 are Infre. <br />quently roiled and we do not advise their Suggested Allowable resign Stresses -Sheet Piling <br />use In a design unless an adequate Ion• <br />name can be ordered at one time to assure <br />a minimum rolling. And or Grade Minimum Yield AeO*able Design Stress. <br />Complete data regarding these se.:tlon Pant. P'P psi' <br />will be found in a se ASTM A328 38 5W <br />entitled -'USS Steel Sheet Piling.- <br />ASTM A572 GR 50 (U.S EVEN 50) 50,000 25 <br />. <br />H-Homestead, Pa, 32,Q00 <br />(Eastern Steel Division) ASTM A690 (USS MARINER GRADE) 5Q Opp <br />S-South Chicago 32,000 <br />(Central Steel Division) 'Based onpe6 % of minimum yield point. Some increase for temporary ry overstresses <br />F6hder-Were 7e1, Inc. <br />Consulting Engirneers & Land Survoyors <br />10100 Wrqmn Avg wio `3 <br />- .3 J <br />I <br />