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Diffstat (limited to '3776/CH1/EX1.2/Ex1_2.sce')
| -rw-r--r-- | 3776/CH1/EX1.2/Ex1_2.sce | 24 |
1 files changed, 24 insertions, 0 deletions
diff --git a/3776/CH1/EX1.2/Ex1_2.sce b/3776/CH1/EX1.2/Ex1_2.sce new file mode 100644 index 000000000..90d76b556 --- /dev/null +++ b/3776/CH1/EX1.2/Ex1_2.sce @@ -0,0 +1,24 @@ +clear +//Given +load_distributed = 20 //kN/sq.m, This is the load distributed over the pier +H = 2 // m, Total height +h = 1 //m , point of investigation +base = 1.5 //m The length of crossection in side veiw +top = 0.5 //m ,The length where load is distributed on top +base_inv = 1 //m , the length at the point of investigation +area = 0.5*1 //m ,The length at a-a crossection +density_conc = 25 //kN/sq.m +//caliculation of total weight + +v_total = ((top+base)/2)*top*H //sq.m ,The total volume +w_total = v_total* density_conc //kN , The total weight +R_top = (top**2)*load_distributed //kN , THe reaction force due to load distribution +reaction_net = w_total + R_top + +//caliculation of State of stress at 1m +v_inv = ((top+base_inv)/2)*top*h //sq.m ,The total volume from 1m to top +w_inv = v_inv*density_conc //kN , The total weight from 1m to top +reaction_net = w_inv + R_top //kN +Stress = reaction_net/area //kN/sq.m +printf("\n The total weight of pier is %0.3f kN",w_total) +printf("\n The stress at 1 m above is %0.1f kN/m**2",Stress) |