Based on architect's request, verandah method was used to model the previously designed pedestrian bridge 2. Verandah method was meant by replacing the existing diagonal member with additional horizontal member.
After conducting the analysis based on verandah method, it was found that the section used was too huge. Therefore, the diagonal members were retained with the introduction of horizontal member to strengthen the pedestrian bridge.
After conducting the analysis based on verandah method, it was found that the section used was too huge. Therefore, the diagonal members were retained with the introduction of horizontal member to strengthen the pedestrian bridge.
Additional horizontal member was assigned with the absence of diagonal member
Verandah method was adopted with the existance of diagonal member to reduce the size of section used
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