02446ntm a2200373 i 4500 0 0 lcc 0 1 REF 10000 10000 REF 2020-07-13 0 FKASA .F388 2019 r Bc. T000000767 2020-10-08 00:00:00 1 2020-07-13 PSM 0 0 lcc 0 0 REF 10000 10000 2020-07-13 0 CD12611 T000000768 2020-11-18 00:00:00 1 2020-07-13 PSM 92594 92600 MY-KuUP 20251125105554.0 t||||fr|||| 000 0 ta 200713t20192019my ab||fram|| 000 0 eng d THE0008739(Local) hardback UMP eng UMP rda FKASA .F388 2019 r Bc. Fatin Atiqah Rasdin, author. Effective bracing system for telecommunication towers / Fatin Atiqah Rasdin Kuantan, Pahang : UMP, 2019 © 2019 xii, 64 pages : illustrations, maps (some color) ; 30 cm. + 1 CD-ROM text rdacontent text rdacontent unmediated rdamedia computer rdamedia volume rdacarrier computer disc rdacarrier text file PDF rda Faculty of Civil Engineering and Earth Resources Project Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2019 Includes bibliographical references Nowadays, towers with four-legged self-supporting system are widely used worldwide for wireless and broadcast communication purpose. However the major concern is the failure of such structure in a disaster since in wireless communication network these kinds of towers play a significant role. Thus, all these tendencies of extreme conditions are considered for designing such towers are of the utmost importance. This study was carried out to determine the effects of different heights of towers at 30 m, 40 m, 50 m, and 60 m as well as different types of bracing systems such as K and Y with respect to the wind load acting on the towers. The wind speeds considered in this study were 33.5 m-1 and 44.0 ms-1. The wind modelling and simulation of the tower was conducted using commercial available software STAAD. ProV8i. The results were compared in terms of displacement and member stress. Based on the result obtained, the displacement of towers with Y bracing system was found lesser than K bracing system approximately 36% while the member stress of the tower with K bracing system was found more than Y bracing system about 56% at wind speed 44.0 ms-1. Faculty of Civil Engineering and Earth Resources Disertations Universities and colleges Disertations Theses lcc PSM