// Numbas version: finer_feedback_settings {"name": "Me Q009 - Beam Equilibrium", "extensions": [], "custom_part_types": [], "resources": [["question-resources/Me_Q009_-_Beam_Equilibrium.png", "/srv/numbas/media/question-resources/Me_Q009_-_Beam_Equilibrium.png"]], "navigation": {"allowregen": true, "showfrontpage": false, "preventleave": false, "typeendtoleave": false}, "question_groups": [{"pickingStrategy": "all-ordered", "questions": [{"name": "Me Q009 - Beam Equilibrium", "tags": [], "metadata": {"description": "
Beam Equilibrium
", "licence": "Creative Commons Attribution 4.0 International"}, "statement": "The horizontal beam shown in the diagram is pin supported at A and roller supported at D. The beam carries a vertical point load as shown at B and an inclined point load as shown at C.
\n\n\nl1 = 3m, l2 = 7m, l3 = 1.2m, θ=42\u25e6, F1 = 12kN, F2 = 15kN,
\nThe uniform beam is made from steel (ρ = 7840 kg/m³) and is of a rectangular cross-section (500 mm x 70 mm).
\nCalculate the following:
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\n[3 Marks]
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\n[3 Marks]
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\n[2 Marks]
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