3.3-1Effective areaDetermine the effective area A, for each case shown in Figure P3.3-1.-5"L5x5x%PL¾×4WeldWeld(a)(b)2" 2"-5".PL58×5PL½ x 5½(c)Weld2", 2", 2", 2".PL58 × 6о(e)FIGURE P3.3-1(d)7/8-in.-diam. bolts3/4-in.-diam. bolts

Answered: 3.3-1 Effective area Determine the…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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How to get that M1?? explain please
DETERMINE THE CENTROIDAL MOMENT OF INERTIA OF THE BUILT-UP SECTION SHOWN USING A STEEL PLATE 1"X16" AND C-12X25 STEEL SECTION WELDED TOGETHER. REFER TO THE TABLLE BELOW FOR THE PROPERTIES 12" Type EDI_Std_Nomenciature AISC_Manual_Label C15X50 C15X50 C15X40 C15X33.9 14.7 15.0 3.72 0.716 0.650 0.799 0.778 404 11.0 C15X40 11.8 15.0 3.52 0.520 0.650 348 9.17 C15X33.9 10.0 15.0 3.40 0.400 0.650 0.788 315 8.07 0.674 0.674 C12X30 C12X30 8.01 12.0 3.17 0.510 0.501 162 5.12 C12X25 C12X20.7 C12x25 C12X20.7 7.34 12.0 3.05 0.307 0.501 144 4.45 6.08 12.0 2.94 0.282 0.501 0.698 129 3.96 1. Determine Ixx (Centroidal) (Select ] 2. Determine lyy (Centroidal) [ Select ] > >
3 10" 2" EI 4" -2" 2" 12" UT 8' A992 steel. &Mp= ?
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Verify the value of ry given in Part 1 of the Manual for the double-angle shape 2L5x31⁄2 x 1⁄2 LLBB. The angles will be connected to a 3⁄8-inchthick gusset plate.

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3.3-1 Effective area Determine the effective area A, for each case shown in Figure P3.3-1. -5" L5x5x% PL¾×4 Weld Weld (a) (b) 2" 2" -5". PL58×5 PL½ x 5½ (c) Weld 2", 2", 2", 2". PL58 × 6 о (e) FIGURE P3.3-1 (d) 7/8-in.-diam. bolts 3/4-in.-diam. bolts