pondpy v{{ version_no }}
Company: {{ company }}
Project: {{ project_info }}
Date: {{ generated_at|datetime_format }}

Description: {{ desc }}

Input Model Parameters

Roof Bay Parameters

Num. of Primary Members: {{ num_p }}
Num. of Secondary Members: {{ num_s }}
Roof Slope: {{ model.roof_bay.secondary_framing.slope }}:12
Mirrored Left: {{ model.roof_bay.mirrored_left }}
Mirrored Right: {{ model.roof_bay.mirrored_right }}

Loading Parameters

Surface Dead Load: {{ dead_load }} psf
Surface Rain Load: {{ rain_load }} psf
Initial Impounded Rain Depth: {{ initial_rain_depth }} in

Results
The model ran {{ num_iter }} iterations in {{ run_time }} s.
Final Impounded Water Weight: {{ w_water }} kips

Detailed Member Results


Primary Members

{% for member in primary_members %}
Primary Member {{ loop.index }}: {{ member.beam.size.name }}
Max Deflection: {{ p_max_defl[loop.index-1][0] }} in @ {{ p_max_defl[loop.index-1][1] }} ft
Max Moment: {{ p_max_mom[loop.index-1][0] }} k-ft @ {{ p_max_mom[loop.index-1][1] }} ft
Max Shear: {{ p_max_shear[loop.index-1][0] }} k @ {{ p_max_shear[loop.index-1][1] }} ft

Bending Moment Diagram
Shear Force Diagram


{% endfor %}

Secondary Members

{% for member in secondary_members %}
Secondary Member {{ loop.index }}: {{ member.beam.size.name }}
Max Deflection: {{ s_max_defl[loop.index-1][0] }} in @ {{ s_max_defl[loop.index-1][1] }} ft
Max Moment: {{ s_max_mom[loop.index-1][0] }} k-ft @ {{ s_max_mom[loop.index-1][1] }} ft
Max Shear: {{ s_max_shear[loop.index-1][0] }} k @ {{ s_max_shear[loop.index-1][1] }} ft

Bending Moment Diagram
Shear Force Diagram


{% endfor %}

Design Summary
{% for member in primary_members %} {% endfor %} {% for member in secondary_members %} {% if member.beam.size.section_type == 'AISC' %} {% elif member.beam.size.section_type == 'SJI' %} {% endif %} {% endfor %}
Member Size Moment Demand (k-ft) Moment Capacity (k-ft) Shear Demand (k) Shear Capacity (k) Deflection (in) L/d
P - {{ loop.index }} {{ member.beam.size.name }} {{ p_max_mom[loop.index-1][0] }} {{ p_mom_cap[loop.index-1] }} {{ p_max_shear[loop.index-1][0] }} {{ p_shear_cap[loop.index-1] }} {{ p_max_defl[loop.index-1][0] }} {{ -(member.beam.length/p_max_defl[loop.index-1][0])|round(2) }}
S - {{ loop.index }} {{ member.beam.size.name }} {{ s_max_mom[loop.index-1][0] }} {{ s_mom_cap[loop.index-1] }}{{ s_max_shear[loop.index-1][0] }} {{ s_shear_cap[loop.index-1] }}{{ s_max_shear[loop.index-1][0] }} {{ s_shear_cap[loop.index-1][1] }}{{ s_max_defl[loop.index-1][0] }} {{ -(member.beam.length/s_max_defl[loop.index-1][0])|round(2) }}

Disclaimer
The creator of this Python package (pondpy) does not guarantee the accuracy, completeness, or reliability of the results presented in this report. The results are intended for informational purposes only. They should not be relied upon as a substitute for engineering judgment. It is essential that all designs and calculations be verified and approved by a qualified design professional to ensure their suitability and compliance with applicable standards and regulations.