Quickly determine degree of static indeterminacy
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- column section =ISEB500 bracket plate thickness=11mm p=450KN E=270mm p=5mm bolt size =M20Given: Bolt diameter = 20 mm ø Bolt hole diameter = 23 mm ø Plate thickness, t= 25 mm Bolt shear strength, Fvo = 120 MPa Bolt bearing strength, Fp = 480 MPa Plate shearing strength, Fv, = 138 MPa %3D %3D %3D -25 mm O What is the force (kN) required to punch each bolt in the 25 mm thick plate? O Based on bolt shear strength, what is the capacity (kN) of the connection? O Find the allowable load P (kN) based on bearing capacity.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
- docs.google.com/forms/d/e/1FAlpQLSeFBz2FIWt2UFcalwXNpXsvWOZ8WZBIxcUHPJkK6-Zc Yes No O * The area of a steel bar with dimeter of 16 mm is 0.3115 square inch 0.175 square inch 200.96 square mm 113.04 square mm * Steel bars are made with different dimeters such as 6 mm 12 mmCalculate the ultimate moment of the given triangular column cross-section section Mr? Paste your PEG or PNG Proof paper using menu above Na=150 kN 90 mm A = 3024 A2 =024 As2 600mm fot = 17 MPa fya = 365 MPa As1 1 60 mm 600 тmD Question 7 What is the section classification of an S355 UC152x152x23kg/m section in bending? [EC3 Section 5.5 Classification of cross sections) O Class 2 Class 1 Class 4 Class 3 O Not possible to calculate from the data given
- 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 answer(4) 18" If W27x84 A992 steel. Unbraced LRFD. &Mn=?solve both parts P6-1 and P6-2 HAnd written and clean wrting please
- Could you help with the reaction forces? Dy, Ay, Ax, Dx ? thanksPermissible As in sechion to ensure tensile Compute the design strength of beam shown it 420 MPa , fc = 30 MPa . check the maximum %3D Permissible As in sechion to ensure tensile failure. 4¢25 stimpp10 q00 8432 300 mm14" 4.00" 14 1.5" A,3 Bar@12" Au8 N6 Bars 1. Årea of Steel, As, for the column = %3D 2. What % steel is this?