3 ft -4 ft- + -5 ft- ft- B A C D P
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Determine the minimum diameter of the bolt if the maximum shear stress is equal to 10 ksi. The value of the load P is equal to 4.00 kips.
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- There is a statically indeterminate beam in which the horizontal force at the left and right ends (points A and D) is zero, and the vertical force is shown in the figure below, The flexural stiffness of the beam section is constant El: Try to find the slope (Slope) of point B after deformation.3 10" 2" EI 4" -2" 2" 12" UT 8' A992 steel. &Mp= ?Please solve sub-part- ii completely and accurate with correct calculations. Thank you!
- E CH2- Resultant paf - Adobe Acrobat Pro Estended Fle Edit View Document Comments Forms Tools Advanced Windew Help 2/87 If the resultant of the two forces and couple M passes through point O, determine M. 150 mm 60° mm 30 M, = M-400x 0.15cos30-320x0.3 0 M = 148 Nm CCW 320 N 160 400 N mm Example : Replace the three forces acting on the bent beam by a single equivalent force R. Specify the distance x from the point O in which the line of action of R passes. 200 N 160 N ahid hamoodi •..dx csch x (5 + 3 cosh x)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 EDSM Nomenciature AISC Manual Label C15X50 14.7 3.72 3.52 3.40 15.0 8716 0.799 404 11.0 17 C1SK40 C15X40 118 10.0 150 0520 0.400 0510 0650 0.650 0.501 0.501 0.501 0.778 348 315 C15K339 15.0 120 0.788 .07 C1200 C12X25 C12207 C1200 8.01 7.34 3.17 0.674 162 5.12 C1228 C12207 12.0 3.05 234 0.674 144 445 12.0 0.282 129 3.05 1. Determine Ixx (Centroidal) Not in the choices [Select] 1987.6 2. Determine lyy (Centroidal) 1642.67 Not in the choices 1612.7 1752.5
- Which of the following best describe the structure? statically indeterminate to 2nd degree statically determinate statically indeterminate to 3rd degree O statically indeterminate to 1stdegree Submit answersolve both parts P6-1 and P6-2 HAnd written and clean wrting pleaseDesign the panel marked by (X), Column sections 350 mmx 350 mm. LL = 3 kN/m? fe = 28 MPa fy= 420 MPa 7.50 7.50 3.75 m. m. m. -h, m IT 0.50 0.35 6.0 m w 0'9 ---- h m+ 0.50 0.35