The works dippets Opport alles pinaring only timed, the or Figure 1 Lil Land (AE AG 3 0 100 400 500 Straie dings ( AR HEF GOND TO GH 10 11 12 4 D Figure 2 dood ef Roof us of the type wita are wally wooden and commonly wind in domestic buildings Gerally, these are built belinchast off she They ma table three-dial gether using gadinal hats or peli The lading is central to the thane and acts downwards. This kading could be from a water for Land (N) AE AG AH BE 90 20 100 200 Strate readings ( +27-24-8) 17/20 300 +09-606L 500-113-115 Table 1 Members ( CDI EF FG GH13 12 4 2 24 Table 2 The new 100 and check the fram Make sure the equipment is up property (set up feel load fints Apply pre (in the direction of losling) and the load call. Cantially apply a load of 500 is stable and wore Ketam the load to a Apply lads t Cakula the equivalent member fieces at 500 N to complete the table information Young's modules is the ratio of strew to in that Where E-Young's modulus for the beam material (Now) a-Stress (Na) -Displaced rais and shows in Table Binding F-Force in ember 4-Cron-sectional area of member Measure the diameter of the roads using a micrometer (to the nearest 0.01 Equivalent member forces at 500 N Rod diameter 5.98 sun and E-210 GN Member Experimental Stress (Na) Experimental Force (N) Theoretical Force (N) ALL AG All BE