Problem Number 5 1 kN 1 kN 1 h=8m B A F E G 5 kN 5 kN 5 kN 1 kN D 1 kN K -6 panels @ 5 m = 30 m- 12. Calculate the force at member GH a. 1.859kN T O b. 1.859kN C O c. 1.371kN T O d. 1.371kN C 1 kN H L

Q: D. -3 ft- 300 lb

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Q: Solve fast and accurate

A: Step 1: Step 2: Step 3: Step 4:

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Q: Q=15, thanks.

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Q: Use SDM or MDM 20 kN/m Constant EI A B C D E F 5m 5m Determine the moment AB.

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Q: 11. Calculate the force at member FH

A: Take moment about A∑ MA=0RL(30)-6(5)-6(10)-6(15)-1(20)-1(25)=0RL=7.5kN

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Q: Fx = P,A,cos0, – P2A,cos0, – pQ(V,cos0 , – V,cos0 ; ) F, = P,A,sin0, – P2A2sin0, – pQ(V2sin0 , –…

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Q: ») Figure Q3(b) shows a concrete corbel structure, fixed rigidly to a wall support. It is subjected…

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Q: Mark all zero-force members in each situation:

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Q: 600 mm B 200 mm QA A Same capacity 4HD25 600 mm 600 mm 200 mm B 4HD25 100 mm

A: From the above two cases, which has larger positive moment capacity?

Q: Ex (2): A E= 2 * 108 KN & 1=1 * 104 mª m² Required: Ac,v = 15 kN/m " 6 m ....mm eD= .........rad 150…

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Design criteria for structural loading

The different loads such as loads due to self-weight (dead load) and external loads such as live load, wind loads, seismic load, snow load, and other loads and load combinations that influence the design of a building are called structural loading. The nature of the applied load differs from changes in the location, design, and type of materials used. The design criteria require that structures must be designed and constructed to be able to withstand all load types that are expected to act upon the structure and render its usage for the designated purpose. The structural members such as beams, slabs, columns, and foundations help the structure to withstand the applied load. There are different institutes such as ASCE and ACI that provide building design codes to assure minimum safety requirements and quality of the structures.