MOM:9904151Three 20 mm × 100 mm plywood strips are glued to form an I-section: one strip as the web (oriented vertically) and…Deflection EnergyMechanics OF Materials Problem SolvingDeflection and strain-energy methodsMechanics of Materials · Calculation—
MOM:9904152A built-up timber I-beam is formed from a 40 mm × 220 mm web plank and two 40 mm × 140 mm flange planks, with the…Deflection EnergyMechanics OF Materials Problem SolvingDeflection and strain-energy methodsMechanics of Materials · Calculation—
MOM:9904153A box beam is built from four 20 mm-thick steel plates: two flanges 200 mm × 20 mm and two webs 160 mm × 20 mm…Deflection EnergyMechanics OF Materials Problem SolvingDeflection and strain-energy methodsMechanics of Materials · Calculation—
MOM:9904154A timber box beam is formed from two 50 mm × 250 mm vertical side boards and two 50 mm × 150 mm horizontal boards,…Deflection EnergyMechanics OF Materials Problem SolvingDeflection and strain-energy methodsMechanics of Materials · Calculation—
MOM:9904155A W250 × 49 steel beam (overall depth 247 mm, flange 202 mm × 11.0 mm, web thickness 7.4 mm) has a 200 mm × 12 mm…Deflection EnergyMechanics OF Materials Problem SolvingDeflection and strain-energy methodsMechanics of Materials · Calculation—
MOM:9904156Two C150 × 12.2 channels (depth 152 mm, flange width 48 mm, flange thickness 7.1 mm, web thickness 5.1 mm) stand…Deflection EnergyMechanics OF Materials Problem SolvingDeflection and strain-energy methodsMechanics of Materials · Calculation—
MOM:9904157A thin-walled circular aluminum tube of mean radius 60 mm and wall thickness 4 mm is used as a simply supported…Deflection EnergyMechanics OF Materials Problem SolvingDeflection and strain-energy methodsMechanics of Materials · Calculation—
MOM:9904158A thin-walled rectangular steel tube has outer dimensions 120 mm × 80 mm (the 120 mm sides vertical) and uniform…Deflection EnergyMechanics OF Materials Problem SolvingDeflection and strain-energy methodsMechanics of Materials · Calculation—
MOM:9904159A thin-walled I-section has flanges 140 mm × 8 mm and a web 184 mm × 6 mm, giving an overall depth of 200 mm.Deflection EnergyMechanics OF Materials Problem SolvingDeflection and strain-energy methodsMechanics of Materials · Calculation—
MOM:9904160A thin-walled channel has a vertical web of height 180 mm and thickness 4 mm and two equal flanges of width 80 mm…Deflection EnergyMechanics OF Materials Problem SolvingDeflection and strain-energy methodsMechanics of Materials · Calculation—
MOM:9904161A thin-walled equal-leg angle has legs 90 mm × 90 mm measured along the mid-line and uniform thickness 5 mm.Deflection EnergyMechanics OF Materials Problem SolvingDeflection and strain-energy methodsMechanics of Materials · Calculation—
MOM:9904162A thin-walled Z-section has a vertical web of mid-line height 160 mm and thickness 6 mm and two flanges of…Deflection EnergyMechanics OF Materials Problem SolvingDeflection and strain-energy methodsMechanics of Materials · Calculation—
MOM:9904163A thin-walled channel has a vertical web of mid-line height 200 mm and thickness 3 mm, a top flange of mid-line…Deflection EnergyMechanics OF Materials Problem SolvingDeflection and strain-energy methodsMechanics of Materials · Calculation—
MOM:9904164A thin-walled hat section consists of a horizontal top plate of mid-line width 120 mm, two vertical side walls of…Deflection EnergyMechanics OF Materials Problem SolvingDeflection and strain-energy methodsMechanics of Materials · Calculation—
MOM:9904165A rectangular timber cantilever 100 mm wide by 200 mm deep and 1.4 m long carries a downward free-end force of 5.5 kN.Deflection EnergyMechanics OF Materials Problem SolvingDeflection and strain-energy methodsMechanics of Materials · Calculation—
MOM:9904166A T-beam has a flange 180 mm × 20 mm and a stem 20 mm × 160 mm, giving an overall depth of 180 mm with the flange…Deflection EnergyMechanics OF Materials Problem SolvingDeflection and strain-energy methodsMechanics of Materials · Calculation—
MOM:9904167A simply supported W360 × 51 beam (overall depth 355 mm, flange 171 mm × 11.6 mm, web thickness 7.2 mm) spans 7.0…Deflection EnergyMechanics OF Materials Problem SolvingDeflection and strain-energy methodsMechanics of Materials · Calculation—
MOM:9904168A 80 mm × 160 mm rectangular aluminum beam is simply supported at A and C, with A at the left end, C at 2.0 m from…Deflection EnergyMechanics OF Materials Problem SolvingDeflection and strain-energy methodsMechanics of Materials · Calculation—
MOM:9904169A built-up wood beam consists of three 40 mm × 140 mm planks stacked to form a 140 mm × 120 mm rectangle.Deflection EnergyMechanics OF Materials Problem SolvingDeflection and strain-energy methodsMechanics of Materials · Calculation—
MOM:9904170A thin-walled open semicircular section has mean radius 75 mm and uniform wall thickness 4 mm, with the diameter…Deflection EnergyMechanics OF Materials Problem SolvingDeflection and strain-energy methodsMechanics of Materials · Calculation—
MOM:9904171A thin-walled rectangular tube of mid-line dimensions 100 mm × 60 mm (100 mm sides vertical) and wall thickness 3…Deflection EnergyMechanics OF Materials Problem SolvingDeflection and strain-energy methodsMechanics of Materials · Calculation—
MOM:9904172A cantilever W200 × 36 steel beam (overall depth 201 mm, flange 165 mm × 10.2 mm, web thickness 6.2 mm) is 1.8 m…Deflection EnergyMechanics OF Materials Problem SolvingDeflection and strain-energy methodsMechanics of Materials · Calculation—
MOM:9904173Mathematical problem titleDeflection EnergyMechanics OF Materials Problem SolvingDeflection and strain-energy methodsMechanics of Materials · Calculation—
MOM:9904174Mathematical problem titleDeflection EnergyMechanics OF Materials Problem SolvingDeflection and strain-energy methodsMechanics of Materials · Calculation—