from bridges.Blennerhassett import BlennerhassettBridge bridge_thrust = BlennerhassettBridge() bridge_thrust.cost_table()
hanger_forces = [0.4981984, 0.7517458, 0.7695386, 0.7295048, 0.6850228, 0.644989, 0.5827142, 0.5515768, 0.5070948,
0.467061, 0.4136826, 0.3603042, 0.3514078]
hanger_forces = [hanger_force / 4.19 for hanger_force in hanger_forces]
hanger_x = [267.8*(i+1)/14 for i in range(13)]
axs[0].plot([0, 270], [0.744, 0.744], label='Design drawings', c=colors[1], lw=1)
axs[1].plot([0, 270], [4.73, 4.73], label='Design drawings', c=colors[1], lw=1)
axs[2].plot(hanger_x, hanger_forces, label='Design drawings', c=colors[1], marker='x')
adjust_effects_plots(fig)
fig.savefig('live load.png')
# Create table of internal forces and demand/capacity ratios
bridge_ref.internal_forces_table()
bridge_ref.internal_forces_table(name='design forces 2', all_uls=True)
bridge_ref.dc_ratio_table()
bridge_ref.cost_table()
fig = bridge_ref.plot_effects('Cable_Loss', 'Moment', label='Cable loss ranges', c=colors[0])
fig = bridge_ref.plot_effects('Cable_Loss_4', 'Moment', fig=fig, label='4. cable loss', c=colors[1])
adjust_effects_plots(fig)
fig = bridge_ref.plot_effects('Strength-I', 'Moment', label='Fatigue', c=colors[0])
fig = bridge_ref.plot_effects('Fatigue', 'Moment', fig=fig, label='Fatigue', c=colors[0])
adjust_effects_plots(fig)
fig.savefig('hanger forces.png')
# Save the demand over capacity ratios of the reference case
dc = []
for cs in bridge_ref.cost_cross_sections:
dc.append(cs.dc_max)